National Highways Authority of India (Ministry of Surface Transport)

Government of India

416 LANING OF TUN1 - ANAKAPALLI SECTION OF NH-5

Volume VII - Detailed Cost Estimates

Package IV-A from km 300.000L to km 358.947 (Tuni - Anakapalli)

District - Visakhapatnam

November 2000

-- . C,ONSUl.TING ENGINEERING SERVICES ( INDIA ) 1,IhIITEI) 0 57. S E H R U PI.ACF. ( S T B FLOOR). NE\\' DEI.III - llU014 ?,w,:

CONSULTING ENGINEERING SERVICES (INDIA) LIMITED E N G I N E E R S A R C H I T E C T S P L A N N E R S REGO. OFFICE : 57 NEHRU PLACE (5TH FLOOR). NEW DELHl - 110019. PHONES : 6485284.6465484.6465485. 6436925,6427 159 E-mail . cesinter@vsnI.com Websile www.cesinter.com Fax : 91 -1 1-6460409 Grams CONSENGERS

Our Ref No C)',OXX/RH/1274 10"' Novcn~bcr. 2000

To Thc Gcncral Manager (East) National Highway Authority of India B-529: Ncnf Fricnds Colony New Dclhi - l I0 065

(Fax No: 693 4145)

For Kind Attention: M r Ashok Wasson, General Manager (East).

Sub: Preparation of Detailed Project Report for Rehabilitation and Strengthening of the Existing 2-lane Road and widening to 416 lane dual carraigeway from Tuni (km 30010) to Ankapalii (krn 35912) in Vijaywada - Visakapatnam Section of NH-5 in State of Andhra Pradesh - Package IV-A.

Dear Sir.

Reference letter dated 1 5 ~ September, 2000 of Chief General Manager (Technical)

We are pleased to submit 6 copies of the Detailed Cost Estimates as per B.0 .Q and the Analysis of Rates as a part of Detailed Project Report.

The draft cost estimates submitted under our letter no. 9 9 0 8 8 W 1 0 3 3 dated 30'"eptember, 2000 \\ere discussed by the undersigned with Mr. S. C. Saluja CGM(Tech.) and his observations have been incorporated.

TliatAing )-ou and assuring you of our best services at all times.

Yours faitl&ull>.,

(India) Liii~ited

!

eani Leader

Copy to: Mr. S. C. Saluja Chief General Manager (Tech.) National Highway Autl~oril?~ of India (Ministn of S~irracc Transport) I . Eastern A\.cnue. Maharani Bag11 New Dclhi - 1 10 06i

Fa\ No.: 0 1 1-693 1807

I'rqjcct: 416 1,aning of NN-5 from l'uni to Aliukapalli 1)ocument: O:\99OXX\KII\Vol. VII\ Contents 1)ctailecl Cost Estimates

SI1cu.L 1 of' I Ihtc: Noveml)er, 2000

Revision: It0

CONTENTS

VOLUME - VII

I Description I

EXECUTIVE SUMMARY

CHAPTER-I: COST ESTIMATES

A CHAPTER-2: ABSTRACT OF COST

CHAPTER-3: ABSTRACT OF QUANTITIES

CHAPTER-4: DETAILS OF ABSTRACT OF QUANTITIES

CALCULATION SHEETS

No. of' Pages

Executive Summary

13ro,ject: 416 Laning of NH-5 from Tuni to Anakapalli Sheet: 1 of 22 1)ocumcnt: D:\99088\RH\Vol. VII Date: November, 2000

I e Exccr~tive Summary Revision: HO

EXECUTIVE SUMMARY

0.1 Background

The Ministry of Surface Transport, Government of India, has directed the National Highway

Authority of India (NHAI) to take up the development of various NH corridors of the Golden Quadrangle, linking the four major metropolitan cities, i.e. Delhi to Calcutta (NH-2). Calcutta to

Chennai (NH-5 and NH-6). Chennai to Mumbai through Bangalore (NH-4 and NH-46) and

Mumbai to Delhi (NH-8). The upgradation programme will be financed through budgetary

resources with or without international funding agencies or BOT basis.

This report deals with the strengthening and widening of existing 2 lane section of NH 5 from

Tuni (km 30010) to Anakapalli (km 359/2), Andhra Pradesh to partially access controlled fourlsix

lane divided carriageway designated as Package IV-A. This road section is in the district of

Visakhapatnam. Beyond Visakhapatnam, NH-5 serves as a link with the states of Orissa and West

Bengal.

NHAI after inviting proposals from selected consultants awarded the work to Consulting

Engineering Services (India) Limited, New Delhi to provide consulting services for the

preparation of detailed project report for rehabilitation and upgrading to 416 lane divided

carriageway configuration. The study has been carried out in 4 stages including all engineering

activities, i.e. Inception Report, Feasibility Study, Preliminary Project Design and Final Detailea

Project Report including contract and tender documents. This report is the final stage of the four

stage study including the including the engineering activities.

The entire stretch of the project road passes through flat terrain and rich agricultural land, Rice is

the main agricultural produce. There are built up residential areas, commercial establishments

and petrol pumps in the urban areas on both sides of the road.

The average formation width of the project road is 12 m. It is a 2 lane National Highway having

an average carriageway width of 7 m with upto 1.5 m wide earthen shoulders on each side. The

alignment is in general on an embankment with height varying from 0.5 m to 3.0 ni except at

~najor bridges where it increases up to 5 m.

The road section passes through many urban settlements of which Ellama~~cliilli, located midway.

is the largest. These urban stretches act as bottlenecks to free flow of traffic due to intermixing ot

local and through traffic. presence of ribbon developlnent and uncontrolled access from s ~ d e

roads.

The Traffic volume in various sections of project road, as per survey of October. I999 ri111ges

from 15565 to 21805 PCU's. Traffic studies have shown that the existing 2 lane road betwecn

Ellamanchilli and Anakapalli which is presently operating at Level of Service 'C' will reach LOS -. - I)l:'TAII,El) IJKOJECT REI'OK'I' KOAIX AND HIGHHVA )'S

I'rc!ject: 416 1,aning of Nil-5 from 'l'uni to Anakapalli Sheet: 2 of 22 1)ocument: I):\99088\HI~\Vol. VII Date: Novemher, 2000 ICxecutivc Summary -- - Revision: KO

'D ' by the year 2003 and the remaining stretch by year 2006. Therefore, to cope up with the

growing traftic and to provide a desirable level of service, the road requires ilnprovernent to 3

lanes Traffic forecasts also indicate the need for further up gradation of various sections to 6

lanes commencing from year 2020 onwards.

The detailed studies have been carried out for a six lane road project but due to encroachments

and heavy cost of construction, i t was decided to construct a 4-lane divided carriageway in the

initial stage. I t is proposed to retain the existing 2 lane bridges and to rehabilitate old bridges.

The new bridges will have 3-lane carriageway.

There are two existing railway level crossings at Ellamanchilli (km 332.750) and Bayyavaram km

(344.885). The survey indicates a heavy delay at these crossings with total stopping delay of 1088

vehicle hours at both the crossings. Railway Over Bridges are necessary to obviate these delays.

The new ROB's are proposed to be of 6-lane carriageway.

Scope of Work

The scope of services required under Detailed Project Report are as follows:

ii)

iii)

iv )

v) v i)

vii)

viii)

is)

S)

xi) sii)

siii)

siv)

I\,)

Detailed design and drawings of road including widening proposals, proposed cross

sections, geometrical improvement, median openings, profile of road in relation to HFL, improvements, and protection works

Design of pavement

Design of high embankment

Design and working drawings of culverts

Design of intersections and other ancillary works

Detailed design and working drawings for Bridges and ROB's

Technical specifications

Environtnental, Rehabilitation and Resettlement Assessment

Project costing

Econolnic and commercial analysis

Reports, Documents and Drawings

Bid documents for execution of civil works

Working drawings for Engineer's, PIU colnples

Dra\vings for Truck lay byes, Bus bays and Bus shelters

Des~grl 1 Drawing of Toll Plaza

0.2 Detailed Desigu of Road, Pavement, High Emba~~kme~l t

I) Project Road Chainages

Tile project road designated package IV-A refers to the chain;tges froln km 300.000 to

359.200 ot' existing National Highway. The esisting A11akap;llli bypass starts from km

353.0 and loills the old NH-5 after skirting the town and is marked with kilometer stones --

I ) l ~ f i t I l . I ~ I ) I'KOJECT KEI'OKI' KOAI)S A N D IfI(;HI\'AYS I>\.,'M~\,,II.W H I , . . , tl,l,.U ,,,\l\.*,\,\, I*"

I'ro]cct: 416 Laning of NH-5 from Tuni to Anakapalli Shect: 3 ol' 22 1)ocurncnt: 1~:\9%)88\RH\Vol. VII Date: November, 2000 Executive Summary -- Revision: KO

0,1,2, etc. upto 6. The end point of the project road is on the old NH-5 at chainage knl

359.200.

The new project road chainage at start point remains as krn 300.00, however the end

point chainage (km 359.2) now works out to km 358.947. Reference in the report is to I

the new project chainage, unless mentioned otherwise. I

i i) Road Design

Based on profile and digital model developed from the topographic survey using the

software, plan and profile sheets to the scale of 1:2500 and 1:250 vertical scale have been

prepared.

The plans and profile give setting out data, existing features, construction limits, ROW

limits, intersections layouts, existing ground levels, proposed finished profile, connecting

roads, details of utilities, drainage, etc. and are available in the drawing volume.

iii) Material Report

The material report has been prepared based on the field investigation carried out for:

Sources of borrow area soil and the laboratory tests on quality of the material and

suitability as embankment and sub-grade material

Sources of quarries and laboratory test results, quantity and suitability as

pavement materials

Sources and quality of water for suitability for use in construction

Existing sub-soil evaluation results

Mass haulage diagrams of borrow area soils

iv) High Embankment

Design of high embankments was prepared on the basis of:

Properties of the embankment material

Evaluation of the sub-soil results obtained from borings

The factors taken into consideration are:

Stability of high embankment slopes

Anticipated settlement of high embankments

Protective measures of high embankment approaclles

I)I:'?i\ll.BI) I'KOJECT REPOK?'

I I'rojcct: 416 1,aning of NH-5 from 'I'uni to Anakapalli Sheet: 4 ol' 22 Document: I):\!J90XX\KH\Vol. V I I Date: November, 2000 * Executive Summary - - Revision: KO --

V ) Pavement Design

Pavement design is based on:

Design standards established

On the outputs of pavement investigations and the road condition survey carried

out

Design of flexible pavement is for 10 years life based on IRC and AASHTO

methods. Subsequent overlays designed for every 5 years

Rigid pavement has been designed for 30 year design life based AASHTO' 93,

PCA and AUST ROAD.

Both the rigid concrete and flexible pavement combinations have been examined. Based

on life cycle costing on present value, the concrete pavement has worked out slightly

expensive. However, keeping the impending shortages of petroleum products including

bitumen in view as also the increased production capacity of cement in the country, rigid

pavement has been provided for bypasses, realigned stretches and continuos stretches of

additional 2-lanes. Flexible pavement has been provided for strengthening of existing

roads, its widening and for symmetrically widened stretches.

Pavement investigations have shown that the overall results of the road are varying. Four

segments of total length 5.25 kms between km. 300.000 to 300.250, 318.000 to 320.000.

354.750 to 356.250 and 357.000 to 358.500 require DBM above 190 mm and have been

proposed for reconstruction.

Design Report, submitted separately as Volume - 11, deals with strengthening layers and

new pavement. The design thickness of overlay over existing bituminous surface and that

of new pavement are as under:-

a) The design thickness of overlays are as under:

Bituminous Concrete 50 111m

Dense Bituminous Macadam 50 mm to 190 mln

b) The design thickness of new pavement is as follows:

Bituminous Concrete 50 nlrn

Dense Bitulni~lous Macadan1 180 111111 to 190 llllll

Wet Mix Macadam 250 mm

Granular Sub-Base 250 mm

- --

DETAILED I'KOJECT KEI'OHT KOA I).S ti A'/) HIGH \VA l'.j

,, \ r n > , , , ' K t, <,.,, 8 t1t.R \,I b, \, h,\, ImN

I'rqjcct: 416 1,aning of NH-5 from 'Tuni to Anakapolli Shwt: 5 ol' 22 1)ocument: D:\99088\RH\Vol. VII 1)ate: Noveml)cr, 2000 Ia;xecutive Summary Kcvision: It0

Over the embankment or top of existing surface a 500 mm thick subgrade of CBR 10 will

be constructed.

vi) Upgradation Proposals

The following urban stretches are heavily congested for which bypasses have been

provided.

a) Adda Road - km 312.250 to 314.025 (1.775 km)

b) Ellamanchilli - km 325.650 to 332.950 (7.300 km)

A new bridge is to be constructed to replace the existing Rangabadu ~ e d d a river bridge at

km 344.02. Further, a R .0 .B is proposed in place of the existing level crossing at km

344.800. Both the new structures are being constructed towards the upstream side and the

road segment from km 343.350 to 345.500 is being realigned with a 4 lane rigid

pavement. Similarly, a segment from km 321.90 to km 322.775 has also been realigned

and provided as 4-lane rigid section. The overall length of the types of pavement

structures are as under:

vii) Design Cross Sections & Service Roads

Length 1 l

17.729 km ~ S1. No. a)

b)

c)

Based on the projected traffic volume. future provision of 6-lane cross sections were

evolved. Provision of service road had also been made to meet the local requirements of

urban areas for segregating the local traffic from through traftic. The constructability of

six lane road along with service road in urban areas was esa~nined at site. I t was

observed that the ROW along the existing road has heavy ribbon development in the

urban stretches. Acquisition of additional land in built up areas \\.auld be difficult. cause

considerable time delays and possible social-unrest. The cost of the project would also

increase. I t was therefore decided to execute the work in stages. In the first phase it is

proposed to provide a 4 lane divided carriageway with linlited service roads. Widening of

the road to six lane carriageway with service roads could he taken up in subsequen~

phase. Accordingly the report and the cost estimate has bct11 prepared for a 4-lane

divided carriageway.

Upgradation Proposal

Flexible pavements for strengthening and new flexible

DETAII.EI) I'ROJECT REPORT ROAIIS AND HIGH 1VA Y)'S t ) ~vw%~!#>I~N R ~ , ~ ~ s ~ ! I ~ I ? ~ \ ~ l ~ ~ ~ . ~ l ' ~ l ~ l . l x K '

Total I 58.947 km

pavement Flexible pavement for strengthening and rigid pavement for new carriageway New 4 lane divided carriageway with rigid pavement for bypasses and realigned section

I

28.878 km 1 i I

12.340 km

I'rckjcci: 415 I,aning of NH-5 from Tuni to Anakapalli Sheet: 5 of 22 1)ocumcnt: 1>:\99088\KH\Vol. VII Date: November, 2000 Executivc Summary Revision: KO

viii) Median:

Central median of 5.00 metres width is planned for divided carriageway. I t is proposed to

have a raised median (Refer Fig. -1). The length of 5 . 0 m raised median works out to be

41815 m. In high embankments, a 2 .5 m median width has been provided. Total length of

2.5 m median is 1933 m. In built up area it is proposed to have a 1.2 m median. The

length of 1.2 m median is 15202 m (Refer Fig. -2).

ix) Shoulders width:

Paved shoulders and gravel shoulders each of 1.5 metre width have been provided. The

crust design for the paved shoulders shall be the same as of main carriageway.

X) Design of Culverts

Detailed design of individual culverts has been prepared based on:

Condition of the existing culverts

Adequacy of waterway to cater for the present day discharge

Widening to four lanes or reconstruction of the existing culvert to four lanes

Necessity of any new culverts

Design based as IRC SP: 13 - 1973

Rehabilitation/Strengthening/Repairs to existing culverts

Road Junctions:

All the 9 intersections which include 5 new junctions formed by realignment of Adda road and

Ella~nanchilli are at grade and have been designed on the basis of typical layouts recommended

for National Highways by Ministry of Surface Transport, Government of India. Major junctions

have been checked against traffic on the basis of selective junction and counts. Typical layout of

one "Y" type junction is given in Fig. 3 and of a 4-legged junction is given in Fig. 4.

Toll Plazas

The Toll Plaza has been provided at km 304.500 near Tuni and will provide 4-lanes in each

direction. Provision for 2 additional lanes to cater for increased traffic in year 2020 has been

made.

Fully functic>nal To11 Plaza Complex is proposed and the sanle will include Administrative huilding with provision for Reception, Toll Superintendent Office. General Office. Dinning CQ

Rest Room, Record Room, Toilets for public and toll plaza staff, Kitcl~enette. Emergency Utilily.

First Aid Room. Police I'ost, working facilities, overhead water rank. open storage area.

--

I>ETAIl.EI) PROJECT REPORT ROADS AND HICIf\I>l VS I, i*lt,hh,l,,~"Y~ ,..#, llll* \,I'F\.SI1b1\I.IXlI

I'rc!jc%t: 416 I,aning of Nil-5 from 'runi to Annkapalli Shcct: 7 of 22 I)ocumenl: I>:\99088\KH\Vol. VII 1)nte: Novcml)cr, 2000 Executive Summary Revision: I<O

Generator Building. High Mast Illuminating System. Overhead Signs, Pavement Marking ant1

Landscaping etc.

The provision also includes electrically operated tollgates. semi automatic type toll collecting

system, entry lane control equipment, permanent toll booths, ticket issuing machine, computer

systems for controlling and operating these systems, fire fighting equipment and audio visual

alarm system, standby generating sets, and other accessories etc.

Wayside Amenities

The demand of wayside amenities was estimated by the consultant on the basis of guidelines and

planning norms of "MOST 1996". A comparison of existing supply of various amenities

available along the corridor showed that sufficient number of facilities such as eating places with

rest facility, fuel stations, repair shops etc. are available to cater to the requirements of truck

drivers and other passengers on the highway. However, for improved santilation, new toilet

facilities have been provided near truck lay byes.

Truck Lay Byes

A truck parking facilities have been provided to cater for parking of 350 trucks along the road at

the following four locations:

(a) Adda Road Krn 310.750

(b) Ellamanchilli Km 335.450

( c ) Kasimkota Km 35 1.400

(d) Anakapalli Km 355.150

Bus Bays

Bus bays have been provided at eight bus stop locations on both sides of the roads to cater for the

needs of passengers. A covered bus bay shelter 4 .0 m x 4 .0 111 has been provided at eacli

location.

Bridges 8: Structures

There are a total of 16 bridges on the project road. This report has considered the improvenients

necessary to rehabilitate and extend the life of these existing bridges.

The bridge over Rangabalu Geda river at km 344.02 is weak and \vo111d require reconstructio~l.

Another bridge at chainage km 329.284 falls on the stretch which \\,oulii be bypassed and for (lie

crossing of the water channel at upstream a culvert is considered ;~dequate. Fur[lier. 3 nos.

existing cailseways \vould require construction of bridges. Thus a total of 18 nos. new bridges.

-~ -

I)KYA11.b.'I) I'HOJECI' KEI'OKY' K0AI)S .-t1YI) HIGH \I>\ 1's I, ."",,LY%,,,." w <,.,,, ,,>,-I, , ,,~,'\.Sl'\I&l 1 K n

Prctjcct: 416 Laning of NH-5 from Tuni to Anakapalli Sheet: 8 of 22 1)ocument: 1):\99088\RH\Vol. VII Date: November, 2000

\ . Executive Summary -- Revision: KO

of which are major (more than 30m clear span) and 14 minor would he constructed on the project

road.

Two railway level crossings exist at km 332.750 near Ellatnanchilli and at km 344.885 near

Bayyavaram. The survey conducted at these crossing indicate substantial stopping delays of 1088

vehicle hours which adversely affects the capacity of highway 2 nos. ROB'S have been provided

at these crossings.

Details of proposed structures are given in Table-1.

0.4 Design Criteria

Based on approved design criteria and sub-soil investigations, the detailed design of foundations,

sub-structure, super-structure, bearings, miscellaneous items and protective works for all bridges

have been prepared making maximum use of computer based techniques.

i) Specification and Design Criteria

IRC Codes for bridges like IRC 5-1998, IRC 6-1966, IRC 18-1985, IRC 21-1987, IRC 40-1993, IRC 45-1972, IRC 78-1994, IRC 83-1982, IRC 83-1996, IRC 87-1984, IRC 89-1997, IRC SP:33 and Ministry of Transport circulars.

ii) Carriageway Width

The carriageway widths provided are as follows :

Bridge Detail Overall Width Clear Carriageway Width

- Bridges without footpaths : 12.1 metres - Bridges with one side

footpath : 13.9 metres

It is proposed to provide 3-lane new bridges and retain the existing bridges

iii) Live Load

The structures have been designed for one lane of IRC class 70R together with one lane

of class ' A ' or three lanes of IRC class 'A ' loading whichever is more severe.

iv) Footpaths

Footpaths are designed for a live load of 5 KNlnl2

DET.41LEI) PROJECT REPORT ,,.\Y"OI*',~IY" ..,.>.I \,II.u \ ! l~r \ -S,~\1b1 In)<

ROADS AND HIGH 1VA YS

I'rt~jcri: 416 1,aning of' NH-5 from 'l'uni to Anakapalli Sheet: 9 of 22 I)ocume~~t: 1):\990XX\UH\Vol. VII 1)ate: Novcml~cr, 2000 1Sxccutivc Summary Revision: I<O

Table - 1

Details of Proposed Bridges and ROB'S

' I ‘ ~ P C of SUII- I 'rype of

I

2

3

4

5

/ 9 1 32213 1 321.645 1 lx24.5 1 STG(18DEG) / COUNTERFORT / OPEN ~

No. No. 1 (Km) Arrangement Superstructure \tructure 1 Foundation , I I I I I . . r . r ..,A. I

Type of SI.

6

7

8

30111

30612

31511

31512

31513

Bridge I New Chainage

31611

31711

31911

lo

Proposed Span

300.150

305.308

314.231

314.437

3 14.972

l2

315 850

316.047

318.238

t x . Causeway

EX. Causeway

14

15

1x12,s

1x7.5

1~21.9

1x8.1

1x6.4

Ex. Causeway

1 16

I 17

-.

I)I?'I'AII.l:'l) I'KOJECI' KEI'OKI' KOAI).S .AN11 ItICH \\'/I 1

1x7 2

lx6.0

4x26

331.180

332.163

13 i 33512 i

33711

34111

l 8

19

20

TG

SS

TG

SS

SS

333.690

3451 1

348; 1

SSS(15DEG)

SS

TG

lx26.6

lx26.6

334.242

335.904

340.561

No h4 ; l rk ln~

ROB

ROB

K1.L W A L L

TYPE KCC WALI-

TYPE KCC WALL

TYPE KCC WALL

TYPE RCC

COUNTERFORT

1x21.9

343.850

347.036

OPEN +

OPEN

OPEN

OPEN

OPEN 1

TYPE RCC WALL

TYPE RCC WALL

TYPE RCC WALL

TYPE RCC

TG / COUNTERFORT TYPE

1~10 .8

1 ~ 1 3 . 5

5x24.6

353.650

326.112 (CIL)

311.859 (Cll.)

OPEN

OPEE;

WELL

OPEN 1 ;

TG

2~23.82

1~14 .4

SS

TG

TG

COIINTERFOR'r' OPEN TG 1 I'YPE

--

KCC f TG 1 COI~N'TEKFOKT , OPES

7~21 .1

1x312

2~28 .0

TG

COUNTERFORT / OPEN 1

TYPE K?C WALI.

TG

PSC TG(25DEG)

PSC TG(25DEG) - __L---

RCC I i

COUNTERFORT 1 OPEN i TYPE

I i

RCC

TYPE RCC WALL

TYPE RCC

COUNTERFORT TYPE

RCC WALL TYPE KCC

i

OPEN 1

I

OPEN

- WELL

-

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V ) Seismic Force

Seismic force has been considered as per clause 222 of IRC-6- 1966

vi) Wind and Temperature Effects

The effect of wind and temperature will be considered as specified in IRC 6-1966.

0.4.1 Soil Parameters

The soil parameters and safe bearing capacity of the soil adopted are as per bore log data and

testing of sub-surface soil.

0.4.2 Type of Structure

The design of superstructure and sub-structure were standardized taking into account the site

conditions, time for construction and type of structure to be adopted.

0.4.3 Computer Aided Design

The bridge designs are based on the software of Computer Aided Design developed in house ar

CES. The designs involved are :

Concrete solid slabs

Concrete T-girder

Prestressed T-beam

CC & RCC well foundations

RCC retaining walls

0.4.4 Grade of Concrete

Grade of concrete for various components of bridge structure shall be as under

a) For RCC slab bridges

Superstructure M 25 / M 30

Substructure/returns : M 25

Foundation M 25

b) PSC superstructure bridges

Superstructure M 40

Substructure M 30

In prestress concrete. high capacity tendons of 19T13 are proposed and for KCC structures.

I-lYSD reinforcement of S-415 grade is proposed. ,

I)ETAII,I?L, PROJECT REI'ORT KOALIS AN11 HIGHM'AYS I> IVWIWiil)l.K W C I ~ ~ S I ! I I I . X I II\E\-SI'IIIt IXH

I'ro,ject: 416 Laning of NH-5 from 'runi to Anakapalli Shcet: I l 01 22 - 1)ocumeni: 1>:\99088\HH\Vol. VII Ilatc: November, 2000 - I<xeculive Summary -- Itevision: KO -- -- - - -

Following types of bearings are proposed :

For spans up to 6 m Paper bearings

For spans from 6m to 26 m : Elastomeric bearings

PSC T-beam structures POTIPTFE bearings

0.5 Design of Bridges I 0.5.1 General I

I

A bridge-wise brief description of the existing bridge structures and the proposed new three lane

bridges to be constructed adjoining the existing bridges is presented below. Type of structure I

adopted for the bridges at different locations has been decided from the consideration of cost

effectiveness, aesthetics, construction techniques and suitability for the site conditions.

0.5.2 Type of bridges proposed

Wherever possible, small spans have been replaced by long spans in multiples of existing span

lengths to reduce number of expansion joints and thus achieve better riding quality. The

structures proposed are innovative type having different types of superstructure viz. RCC solid

slab, RCC T-beam, PSC T-girder.

0.5.3 Hydraulic Considerations

Depending upon the design discharge, scour depth and soil characteristics open, or well type of

foundations have been proposed. Hydrological data for the bridges including calculations for

waterway and scour depth etc. for design of foundations and fixing of deck levels have been

given in Volu~ne I1 of Detailed Project Report.

0.5.4 Geotechnical Data

Subsoil Investigation Report covering the analysis of data along with borelog summary for each of the bridges has also been presented in Volume I1 of the Detailed Project Reporr.

0 .5.5 Carriageway width

Most of the bridges in project stretch have existing carriageway width of two lane or Inore. Only

one bridge at km 344.028 (paruvad param bridge) is of carriageway width less than two lanes

(5.5 111). This bridge is recommended to be abandoned considering its poor condition and a n r n

six lane bridge has been proposed in place of existing one. No other structure is found of less

than two lane carriageway width in project road. So, no other bridge \\~ould be rrquirrtl

immediate widening.

-

L)ETAII.Efl PROJECT KEI'ORT ROAIIS A Nll 111(;111\~11'.S I. .uul.rin,.u U ..., ,,\l,lll \I,,, \.\I ,,h, I*,<

I'ro,jcct: 416 I'aning of NH-5 from 'l'uni to Anakapalli Shcct: 12 of 22 1)ocumcnt: 0:\990RX\RN\Vol. VII Ilatc: Novcrnher, 2000

1 - Executive Summary - . . Revision: RO

0.6 Bridge-wise Details

0.6. 1 Minor bridge at km 300.15

The existing bridge at km 300.15 has 3 RCC slab type span of 4.3m, 4.35m, 4.22m with piers,

abutments, and wing walls made of concrete. The bridge has a clear carriageway width of 7. lm.

The repairs and rehabilitation work of this bridge has been proposed.

The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 3

spans, it is proposed to provide single span of 12.8m (c/c of expansion joints) with RCC T-beam

on RCC cantilever-wall type abutments. This will improve riding condition of the bridge.

The cantilever wall type abutments will have RCC open foundations. The clear carriageway width will be 11.15m with no provision for footpaths.

0.6.2 Minor bridge at km 305.308

The existing bridge at km 305.308 has 3 RCC slab type span of 2.5m. The bridge has a clear

carriageway width of 7.3m. The repairs and rehabilitation work of this bridge has been proposed.

The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 3

spans, it is proposed to provide single span of 7.5m (clc of expansion joints) with RCC solid slab

on RCC cantilever-wall type abutments. This will improve riding condition of the bridge.

The cantilever wall type abutments will have RCC open foundations. The clear carriageway width

will be 11 .Om with no provision for footpaths.

0.6.3 Minor bridge at km 314.23 1

The existing bridge at km 314.231 has 5 RCC slab type (earlier arch) span of 4 . 3 ~ . 5.3m. 5.6m.

3.5111, 3.2m with piers, abutments, and wing walls made of concrete. The bridge has a clear

carriageway width of 7.41n. The repairs and rehabilitation work of this bridge has been proposed.

The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 5

spans, it is proposed to provide single span of 21.9m (clc of expansio~l joints) \\Jitll RCC T-beam

on RCC cantilever-wall type abutments. This will improve riding qualit!. of the bridge.

The cantilever type abutments will have RCC open foundations. The carriage\\.ir!; width \\,ill he

I1.15m \\.it11 no provision for footpaths.

.-

I)E-I'AII.EI) I'KOJEC-I' KEPOK?' KOAI)S .*liVI) III(;IIIVA)'S

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0.6 .4 Minor bridge at km 314.437

'The bridge at k ~ n 314.437 has 3 RCC slab type span of 2.71~1 with piers, abutments, and wing

walls made of stone masonry. The bridge has a clear carriageway width with of 11.81n. The

repairs and rehabilitation work of this bridge has been proposed.

The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 3

spans, it is proposed to provide single span at 8 . l m (clc of expansion joints) with RCC solid slab

on RCC cantilever-wall type abutments. This will improve riding condition of the bridge.

The cantilever wall type abutments will have RCC open foundations. The clear carriageway width

will be 11 .Om with no provision for footpaths.

0.6.5 Minor bridge at km 3 14.972

The existing bridge at km 314.972 has 2 RCC slab type span of 3.2m with piers, abutments, and wing walls are made of stone masonry. The bridge has a clear carriageway width of 11.4m. The

repairs and rehabilitation work of this bridge has been proposed.

The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 2

spans, it is proposed to provide single span at 6.4m (clc of expansion joints) with RCC solid slab

on RCC cantilever-wall type abutments. This will improve riding condition of the bridge.

The cantilever wall type abutments will have RCC open foundations. The clear carriageway width

will be 11.151n with no provision for footpaths.

0.6.6 Minor bridge at km 315.825

The existing left forward skew bridge (skew angel 15') in km 315.825 has 2 RCC slab type span

of 3.6111 with piers, abutments, and wing walls are made of stone masonry. I t has a clear

carriageway width of 11.61n. The repairs and rehabilitation work of this bridge has been

proposed.

The proposed new 3 lane bridge (left forward skewed to 15') is to be located adjacent to thr

existing bridge. As against 2 spans, it is proposed to provide single span of 7.2m (clc of

expansion joints) with RCC slab on RCC cantilever-wall type abut~lients This will improve

riding condition of the bridge.

The cantilever wall type abutments will have RCC open foundations. The cnrriage\\,ay width \ \ . I I I

he I 1 . 15m with no provision fol- footpaths.

.- . .- -~

1)ETAILGD PROJECT REPORT ROAl),S ,41\'1) H I ( ; I t \V.4 1's ... ........ .,.~ .... \. ,,,.. .,, ,,,,, ",,

I'rojcct: 416 1,aning of NH-5 from 'Tuni to Anakapalli Sheet: 14 of 22 1)ocument: 1):\99088\Hfi\Vol. VII Ikate: Novcrnl)er, 2000 Rxccutive - . -. Summary Revision: KO

0.6 .7 Minor bridge at km 316.047

The existing bridge has 3 RCC slab type span of 2.0m. piers, abutments, and wing walls are

made of concrete. The bridge has a clear carriageway width is of 11.80m. The repairs and

rehabilitation work of this bridge has been proposed.

The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 3 no.

spans, it is proposed to provide single span of 6.0m (clc of expansion joints) with RCC solid slab

on RCC wall type abutments. This will improve riding condition of the bridge.

The cantilever type abutments will have RCC open foundations. The clear carriageway width will

be 11 .Om with no provision for footpaths.

0.6.8 Major bridge at km 3 18.238

The existing bridge at km 318.238 has 4 RCC T-beam type span of 26.0111 with piers, abutments,

and wing walls are made of concrete. The bridge has a clear carriageway width of 7.0 m. The

repairs and rehabilitation work of this bridge has been proposed.

The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As per existing 4

spans, it is proposed to provide 4 spans RCC T-beam on RCC wall type abutments. Proposed

span length of each T-girder is 26.0m (clc of expansion joints).

The wall type abutments will have RCC well foundations. The clear carriageway width will be

11 .Om with provision for one side footpath.

0.6.9 Minor bridge at km 321.645

The existing bridge (skew angle 18') at km 321.645 has 4 RCC slab type span of 6.0, 6.25. 6.25.

6.0111 with piers. abutments. and wing walls are made of concrete. The bridge has a clear carriageway width of 10.9n1. The repairs and rehabilitation work of this bridge has been

proposed.

The proposed nr\v 3 lane bridge (skewed to 18') is to be located adjacent to the existing bridge.

As against 4 spans. it is proposed to provide single span of 24.5111 (clc of expansion joints) \\,itli

RCC T-beam o n RCC counterfort type abutments. This will improve riding condition of tlic

bridge.

The counterforr type abutments will have RCC open foundations. The clear c;~rriage\vay \tlitlrll

\\,ill be I I . 15m \vithoiit provision of footpaths.

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1)1I7',~111,I?'I) I'HOJEC'S HElJOK7' ROADS :\ A'I) If IGI I W'A i'S 1, >".",,S%,>V" K,,.",,!t,.,t , ,v.r\.st~hl>! I">,

I'ro.jcct: 416 1,aning of NH-5 from l'uni to Anakapalli Sheet: 15 of' 22 1)ocumenl: 1):\99088\RH\Vol. VII Date: November, 2000 Executive Summary --- - -- - - - - Revision: - KO -

0.6.10 Minor bridge at km 334.242

The existing bridge at km 334.242 has 2 RCC slab type span of 5.4m. with piers, abutments, and

wing walls are made of concrete. The bridge has a carriageway width of 11.0 m. The repairs and

rehabilitation work of this bridge has been proposed.

The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 2

spans, it is proposed to provide single span of 10.8m (c/c of expansion joints) with RCC solid

slab on RCC cantilever-wall type abutments. This will improve riding condition of the bridge.

The wall type abutmentss will have RCC open foundations. The clear carriageway width will be

11 .Om without provision of footpaths.

0.6.11 Minor bridge at km 335.904

The existing bridge at km 335.904 has 2 RCC slab type span of 6.8, 6.7m. with piers, abutments,

and wing walls made of concrete. The bridge has a carriageway width of 10.9 m. The repairs and

rehabilitation work of this bridge has been proposed.

The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 2 spans, it is proposed to provide single span of 13.5m (c/c of expansion joints) with RCC solid

slab on RCC wall type abutments. This will improve riding condition of the bridge.

The wall type abutments will have RCC open foundations. The clear carriageway width will be

11 .Om with no provision for footpaths.

0.6.12 Major bridge at km 340.561

The bridge under construction has 5 RCC T-girder spans of 24.6m width pier. abutments are

made of concrete. The bridge has a clear carriageway width of 7.5m.

The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As per bridge

under construction 5 RCC T-beam type spans have been proposed on RCC wall type abutments.

Proposed span length of each T-girder is of 24.6m (clc of expansion joints).

The wall type abutments will have RCC well foundations. The clear carriage~vay width \\ , i l l be

I l .Om wit11 provision for one side footpath.

0.6.13 Ma.jor bridge at km 343.85

The existing bridge at km 343.85 has 7 RCC slab type span of 7 . 1 5 ~ . 7.3m. 7.38m. 5.52111.

5.4111. 7.58111 and 7.3m. Piers, abutments. and wing walls are made of stone masonry. The bridge

has a clear carriageway width of 5.5 111.

IIETAI1,EI) PROJECT REPORT R0Al)S 4 N I ) IiIGII II 'AYS .. ...".. ".I\.* 0.. I Ill." \,I I\ ,, ,,,, I,,"

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Considering its weak condition, this bridge is recommended to be abandoned and a new six lane

bridge has been proposed in place of existing one.

As against 7 nos. spans, it is proposed to provide 2 nos. RCC spans of 23.82 In (clc of expansion

joints). This will improve riding quality of the bridge.

The counterpart type abutment has been proposed for new six lane bridge which will have RCC

open foundation. The overall width of new six lane bridge will be 23.8111.

0.6.14 Minor bridge at km 347.046

The existing bridge in km 347.046 has 3 RCC slab type spans of 4.8m. Piers, abutments, and

wing walls are made of concrete. The bridge has a carriageway width of 7.5 m. The repairs and

rehabilitation work of this bridge has been proposed.

The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 3

spans, it is proposed to provide a single span of 14.4111 overall length with RCC T-beam on RCC

wall type abutments. This will improve riding condition of the bridge.

The cantilever type abutments will have RCC open foundations. The clear carriageway width will

be 11 .Om without no provision of footpaths.

0.6.15 Major bridge at km 353.650

The existing bridge at km 353.650 has 7 RCC T-Girder type spans of 23.5m. Piers, abutments,

and wing walls are made of concrete. The bridge has a clear carriageway width of 7.5 m. The

repairs and rehabilitation work of this bridge has been proposed.

The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As per existing

bridge, it is proposed to provide 7 nos. RCC T-beam of 24. l m span (clc of expansion joints) on

RCC wall type abutments.

The cantilever type abutments will have RCC well foundations. The clear carriageway width will

be 1 1 .Om with provision for one side footpath.

0.6.16 ROB at Chainage 326.1 12

In the existing road alignment, a railway level crossing exists at chainage 332.750 kms. For the

new road alignmlle~lt a six lane road over bridge has been proposed on the bypass at chainage

326.112 to smoothen the traffic flow.

The proposed ROB has span arrangement 1x31.5m c/c of expansion joint and the superstructure

is of PSC-T-girder type. While fixing the vertical height of the structure. ~nin imun~ clearance

D1:'TAILEI) PROJECT REPORT N0AI)S .4N1) HIGNWA YS I. -""\lllu Y... ..\l>l.Y \I,,>\ \L \,,, ,XU

I'ro.ject: 416 Laning of NH-5 from Tuni to Anakapalli Sheet: 17 ol' 22 I)ocun~ent: D:\99088\RH\Vol. VII Dale: November, 2000 Executive Summary Revision: RO

between rail top and soffit of deck as specified by Railway authority has been taken care of. N o

intermediate supports are provided which can affect the rail track.

0.6.17 ROB at Chainage 344.859

In the existing road alignment, a railway level crossing exists at road chainage 344.885 kms. In

the new road alignment a six lane road over bridge has been proposed alongside this level

crossing to smoothen the traffic flow.

The proposed ROB has 2~26.0111 clc span arrangement expansion joint and the superstructure of

PSC-T-girder. While fixing the vertical height of the structure, minimum clearance as specified

by Railway Authority has been provided.

0.6.18 Bridge at Chainage 33 1.180

A new bridge has been proposed at this location over Sheshu Gedda stream on the Ellamanchilli

bypass alignment for which a causeway existed on the existing highway.

The proposed new bridge in the new road alignment is of 6 lanes comprising of single span of

26.6 m clc of expansion joints. The bridge is to be rested upon counterfort type abutments on

open foundations. This bridge has a skew angle of 35'. The overall width of superstructure is

23.8 m without provision of footpaths.

0.6.19 Bridge at Chainage 332.163

A causeway presently exists for the Edala Gedda stream for which a new bridges has been

proposed. The proposed bridge comprises of 6 lane and is to be located at new road alignment.

This new bridge has only one span of 26.6 m length (clc of expansion joint) and is supported by

counterfort type abutments on open foundation. This bridge is a skew one with skew angle 35".

The overall width of superstructsure is 23.8 m without provision for footpaths.

0.6.20 Bridge at Chainage 333.163

A new bridge has been proposed to replace the existing causeway at this chainge. The bridge has

a span of 21.9 m (clc of expansion joint) and proposed to carry six lane traffic with an overall

superstructsure widths of 23.8 m. This bridge rests on counterfort type abutn~ent with open

foundation without provision of footpaths.

0.7. Repair a n d Rehabilitation Proposal

The types of distress noted in various bridges are as under :

1)EI'AILEI~ PKOJECI' KEPORI'

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(i) (ii)

( i i i )

(iv)

(v)

(vi) (vii)

(viii)

Broken hand rails

Inadequate length of drainage spouts

Damage to wearing course

Damages to expansion joints

Dirt around bearings

Spalling of concrete

Corrosion of reinforcement

Minor cracks in concrete

Accordingly, replacement of hand rails in part or full, replacement of damaged expansion joints

by strip seal type joints, repairtrelaying of wearing course, provision of new drainage spouts,

chipping of loose / spalled concrete surface and repairing the same with polymer modified

mortar, repairs of stone masonry work and railings etc. have been proposed.

Detailed condition survey report for each bridge in accordance with IRC:SP:35 and their repair proposals in accordance with IRC:SP:40 are given in separate volume.

0.8 General Requirements

The Technical Specifications in accordance with which the entire work described hereinafter shall

be constructed and completed by the Contractor. These comprise the following :

PART - I : General Technical Specifications

The General Technical Specifications shall be the "SPECIFICATIONS FOR ROAD AND

BRIDGE WORKS" (THIRD REVISION - 1995, Reprint 1999), as corrected in the original

issued by the Ministry of Surface Transport (Road Wing), Government of India and published by

the Indian Roads Congress (IRC), with a cross reference to relevant Bureau of Indian Standard (BIS) for materials or other aspects not covered by the IRC.

PART - I1 : Supplementary Technical Specifications

The Supplementary Technical Specifications shall comprise various A~iiendments / Modifications 1 Additions to the "SPECIFICATIONS FOR ROAD AND BRIDGE WORKS" referred to in

PART-I above and also Additional Specifications for particular item of works not already covered

in PART-11.

A particular clause or a part thereof in "SPECIFICATIONS FOR ROAD AND BRIDGE

WORKS (THIRD REVISION - 1995. Reprint 1999)" as corrected in the original referred in

PART-I above. where A~i~endedIModifiedlAdded upon. and incorporated in PART-[I. referred to

above, such A~iiendnient/Modification/Addition supersedes the relevant clause or part of the clause.

DETAILEI) PROJECT REPORT ROADS ANI) fiIGNII%):5

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The Additional Specifications shall comprise specifications for particular item of works not

already covered in PART-I.

The sub-clause of the following sections in the "Specifications for Road and Bridge Works (Third

Revision 1995, Reprint 1999) have been amendedlmodifiedladded upon 100, 200. 300, 400, 500. 600, 700, 800, 900, 1000, 1 100, 1200, 1500, 1600, 1700, 1800, 2000, 2100, 2200, 2500, 2600,

2700, 2800, 2900 & 3000.

Additional Specifications

The following Clauses have been added to the SPECIFICATIONS FOR ROAD AND BRIDGE

WORKS (THIRED REVISION - 1995, Reprint 1999), A-1 to A-20.

In the absence of any definite provisions on any particular issue in the aforesaid specifications.

reference may be made to the latest codes and specifications of IRC and BIS in that order. Where

even these are silent, the construction and completion of the works shall conform to sound

engineering practice as approved by the Engineer and in case of any dispute arising out of the

interpretation of the above, the decision of the Engineer shall be final and binding on the

Contractor.

Cost Estimate

The process of cost estimation involved the following steps:

Rate analysis and reviewing unit rates of various construction items

Estimation of quantities of cut and fill and other road components from the drawings for

the proposed widening option approved by NHAI

Estimation of utility relocation quantities and costs environmentalmitigation costs as per

Environmental Impacts Assessment Report and land acquisition, resettlement and

rehabilitation costs as per Resettlement Action Plan

Estimation of allowances for physical contingencies, and engineering supervision

0.9.1 Cost of Road Components

The costs for the road components have been worked out under the following sub heads:

i) Site clearance and Disnla~ltli~lg

Under the sub-head of site clearance and dismantling. provision has been ~nade for

clearing and grubbing of road land. Provision has also been made under this sub head for

dismantling of suructures.

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IIETAILED PKOJECI' KEPOKT KOAIADS Ah'I) HIGII M'A 1'5

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ii) Earth Work

The sub head of Earthwork provides for roadway excavation, earthwork in embankmen!.

subgrade and shoulders for the road including disposal of surplus material.

iii) Sub Base and Base Course

This sub-head provides for the items of GSB and W M M for the main road and service

roads.

iv) Bituminous Work / Cement Concrete Work

For the flexible pavement, the subhead for bituminous works provides for the items for

bituminous courses and surfacing.

For the concrete road the items of dry lean cement concrete and cement concrete for

pavement have been provided.

v) Culverts

It is proposed to reconstruct some culverts where waterway is inadequate or culverts are

damaged. The remaining culverts are proposed to be widened. The items cover the both

the slab and hume pipe type culvert.

vi) Bridges

As per bridge inventory there 18 no. of minor bridges, 2 no. ROBS. Provision in the

estimate has been made for the construction of the new 3 lane and 6 lane bridges. ROB'S

are also of 6 lane widths.

vii) Junctions

Provision under this head has been made only for the provision of pipe ducts for laying of

services. All other items such as earthwork and roadwork, kerbs etc. have been provided

under respective sub heads.

viii) Drainage and Protection works

Provision under this sub head has been made for surface, subsurface and road side drains.

stone pitching. drainage chutes in cement concrete and stone pitching at outfalls/escapes

for drainage. Turfing has been provided for side slopes. The items covers for unlined.

open lined and covered drains.

I>E?'AII,ED I'KOJECT KEI'OK?' KOAI>S Ah1[) IIICHI1'A 1.:\

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ix) Miscellaneous items

Items under this bill include kerbs along the medians. traffic signs of various types

including overhead gantry signs along the road, as well as at the junctions, delineators.

road markings in lines, figures and words, various types of distance stones, bounda~y

stones, footpathlseparator in reaches other than junction areas, documentation of

construction activities through photographs and video recording. Provision has also been

made for telecommunication system. It is proposed to provide Telecom ducts for future cable installation. Provision has also been made for a semi automatic Toll Plaza with

power generator and Administrative Building.

Providing and maintaining site office for the Engineer, PIU and other supervisory staff.

Providing and maintaining site residential accommodation for the Engineer and other

supervisory staff. Providing and maintaining wireless communication system.

X) Repair & Maintenance of Road a n d Bridges

Under this sub head repair to potholes, providing renewal coat, earthwork on shoulders

has been provided. Repair and rehabilitation of existing bridges include, provision for rc-

construction of damaged approach slabs, replacement of distressed expansion joints.

providing drainage sprouts, replacement of damaged wearing coat, repair and re-

construction of RCC railing, clearing and removal of debris, repairs with epoxy mortar

and reconstruction etc. has been made.

xi) Provisional Items

These cover the cutting of trees and removal of stumps. Installarion of weigh bridges and

construction of Police Posts, Traffic Aid Posts, Construction of Wayside Amenities and

shifting of utilities. The above costs are provided in the estimate.

xii) Environmental and R & R Costs

i ) Environmental cost

Under this head provision has been made for \,arious components of

environ~nental cost, avenue plantation, dust suppression. aesthetic landscape. road

safety, sanitation at labour camps and effluent discharge managelllent etc.

ii) Land acquisition & Rehabilitation and Resettlemerlt

Under this sub-head, provision has been m;rde ti)^ i~cquisirion o f land. conlmercial

& residential structures, shifting and rehahiliratior~ costs.

- -- . -- - - --

1)ETAILEI) I'ROJECT REPORT R0.4 l).S pi hlI) if /(;if \V/\ j'.S

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0.9.2 Construction Quantities

The quantities for Earth works (cut and fill) to widen to four lanes have been worked out by

computer. The quantities for cross drainage works for widening and reconstruction have been

worked out from drawings. The quantities for other road components have been worked out from

drawings or from normal requirements and are provided in the estimate

The quantities for structures have been worked out from the drawings of these structures

0.9.3 Contingencies, and Engineering Supervision

Besides the cost estimate of items, the following percentages have been added:

Physical Contingencies - 3 %

Engineering Supervision - 4%

0.10 Rates

The rates have been analyzed and are based on MOST Data Book. Basic rate for material, labour

and carriageway have been taken from PWD Schedule of rate.

0 .10.1 Costs:

The construction cost for the package works out to Rs. 2659.15 million without contingencies and

overhead expenditure. The overall project cost works out to be Rs. 3094.62 million.

0.11 Implementation Strategy

0.1 1.1 Funding

NHAl have examined various methods of funding and implementation of the project. These

methods are:

a) Traditional item rate tendering funded by NHAI own budgetary rrsources;

b) ICB tendering funded by international funding agencies;

C) Design. Build. Finance and Operate (Shadow Toll System)

Construction Time Period

It is estimated that construction will take a period of 30 months to complete. The implementarion

of this prc$ect is rated high on NHAI priority and is planned for colnplet~on by the end of year

2003. To meet this schedule. constructio~l should start Inid 2001.

I)EI'AII,BI~ PROJECT KEPOKI' I , I Y . I I I X X I I , I ~ I I HI,..I,\I~,~II \ ,,\I\-SL1%I\I I*)<

adcru C/

I-, m-- -9-

1.2m MEDIAN WITH CONCENTRIC WIDENING & FOOTPATH (To6/03/02)

1 .Pm MEDIAN WITH CONCENTRIC WIDENING L SERVICE ROAD (TcsK)3/03)

Fig 2 I I

JUNCTION ATADDA ROAD

. JUNCTION AT CH. 353W00

Fig. 4

* Chapter I

Cost Estimates

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-.

CHAPTER - 1

1 . COST ESTIMATE

1.1 General

! Estimation of detailed cost has been carried out on the basis of detailed engineering design of roads and ; structures discussed in Volume I Part I. The process involved :

(a) Analysis and adoption of realistic units rates for basic work items on current prices (July 2000)

(b) Calculation of quantities of different items of work required for upgrading the facilities to the

(c) adopted standards.

(c) Estimation of construction cost for total contract package. The priced Bills of Quantities art

prepared based on the estimation of cost.

1.2 Units Rates

The unit rates for construction materials were analysed in detail and presented in Vol.VI on the basis ot

the materials study undertaken, the prices of construction materials collected from various sources: and

the anticipated haulage distances to the site of work. PWD (NH) Schedule for Andhra Pradesh wa:

consulted for manhour and equipment rates. The materials study revealed distinct sources for coarse and

fine aggregates as explained in Volume 111 "Material Report". The unit rates thus obtained were

compared with some collected rates from works of similar nature.

1.3 Methodology for Quantity Computation

The quantities of the pay items provided in the BOQ have been computed by the following two

primary methods :

a) CAD generated road quantities along the project roads

Earthwork for roadway excavation and filling Profile corrective course.

b) Road and structures quantities from typical designs and plan & profile drawinss

Extensive use has been made of spreadsheet applications like EXCEL in order to standardise procedure5

and to avoid unnecessary repetitive calculations.

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DI<TAILED PROJECT REPORT R0AL)S AND IIIG'IIII t 1 ' I, ~ w ~ ~ ~ ~ ~ I ~ N~,.,,~>I>IW 5 !IN -8 k u s m ~ t ~ $I,-

1'ro.ject: 416 Laning of NH-5 from Tuni to Anakapnlli Ilnr~nnc-nl: OOnRR\RH\VnI Vl l \rhan- l

Sheet: 2 of' 3 1 > ~ 1 n - N,.vnrnl\nr 7111111 -. . . - -. - . -. . - . ? - - - . - - - - , . - . . . - , - . . - r - .'".... i . . r r r ..a,, L. ( r . , . r s r

Cost Estimate Revision: KO

1.4 Project Cost

Total construction cost would include the following:

a) Contingencies @ 3%- I., . .

f-,".-• -..-. :-.. c..- --.,.-.-- a " O I

The Construction Cost was converted to Project Cost (also termed Financial Cost), Project Cost by I A A ; ~ " t h ~ fn~~rrl.,;nn nnmnrrnnntr fn P ~ ~ ~ ~ ~ . . ~ + ; ~ ~ rnrtr .

a) Environmental Cost h) 1 and and qtn~rtllrp A r m l i c i t i n n

The construction cost of the package works out to Rs. 2691.63 millions and the overall Project Costs is Dr '2117 A 7 -:Il;r\..r TI.., P..-,nr.r -FP,.-r.- --,l-.-,rt :-. T-I .1, 1 1

- -

DETAILEI) PROJECT REPORT RO.4l.lS .A.Vf> tlIGtll\ 11 5 II \*IIXLIIII'U Ur(x>n\LIIW \ l R C w I < ~ s t t r l l l lwlr h

Project: 416 Lvnlny o l NII-5 from Tuni tn Anakapalli I )~ru~nent : 99088\RH\VeI. VII\Chap.-1 CIIS~ Estimate

Table - 1.1

SUMMARY O F COSTS

SIIW~: 3 or 3 Date: Nevernher, 2001)

Revision: RO

Derniled Project Repmi I, I, I"* ""*h,)IY Y.,.,"llUY IIIU \I r

Ro~rr1.v orrd I l i~ l r r ' r r~ .~

Item.

No.

I

2

3

4

5

6

7

8

9

10

11

Description

SITE CLEARANCE

EARTH WORK

SUB-BASE AND BASE COURSES

BITUMINOUS / CEMENT CONCRETE COURSES

CULVERTS AND BRIDGES

ROAD JUNCTIONS

DRAINAGE AND PROTECTIVE WORKS

MISCELLANEOUS ITEMS

MAINTENANCE, REPAIR AND REHABILITATION

PROVISIONAL ITEM

TOTAL O F ROAD WORK -

ADD 3% FOR CONTINGENCIES

ADD 4% FOR CONSTRUCTION SUPERVISION

ITEM OF WORKS NOT COVERED IN BOQ

I) ENVIRONMENTAL COST

11) R & R INCLUDING LAND ACQUISITION COST

GRAND TOTAL

Amount

In Rgur~c

2.798.070

301.360.869

337.293.821

1,261.569.673

458.717.184

1,938,114

100.789.299

178.610.259

15,344.282

33,198.836

2,691,627,307

80,748.819

110.895.045

37,312,000

206.891.295

3,127,474,467

in Rupees

In word\

I I

' S I

I Chapter 2 i

I Abstract of Cost Estimate

ABSTKACT OF COST ESTIMATE BtLL NO. 1 : SITE CLEARANCE

Item Descriptio~i Unit

101

a) Br~cklStone Masonry structures I cum

Clear~ng and gruhhlng road land complete a5 per hct.

Te~hnlcal Sperlt~cdtlon Clau\e 201

1.02

h) ConcretlRe~nforced concretelPrestressed structures including cleaning, straightening & bars and separating them out from RCClPSC

Dlsmantling trucrurec and pavement uplo 1.5m ahove ground and 1 5m below ground level includ~ng disposal of resulting mater~al andlor salvaging useful materials complete as per Techn~cal Specificat~on Clause 202.

C) Pavement courses

d) Stone1 Brick Pitching

I e) Pipes. Hume Pipes. guard rails. edging kerbs, gutters Lm and fencing

Total for Bill No. 1

Estimated (Rupces) In

(Carried forward to Summary) I I

l)r~crilc~l Pn,jl.ct Kc8p~,orI ,. ,. ...., ..-. 1.11 I .,..,, I,. .,ni ... I l .l..,.L. (\.,I

BILL NO. 2 : EARTI3WORKS

Sheet: 2 of 21 IPate: N~~venlber, 2000

Revision: KO

1)ereilcd 1'rr~jcc.r Heperl , , ,% ,,",r.l,.,,,." ".,.* I,. .".I .",,.,."*..,rn

Amount in K u p ~ a

48.979.023

102,665,267

101.281.356

13.71 1.896

18.332.009

9.690.489

4.590.577

2,078.386

37.868

301,366,869

Unit Rate (Rupees) In

figure

5 1

109

132

132

44

9

44

47

I5

Item

2.01

2 02

2.03

2.04

2.05

2.06

2.07

2.08

2.09

2.1

Unit

cum

cum

cum

cum

cum

sqm

sqm

cum

cum

sq.m

Description

Roadway excavatlcln necessary fbr construction of roadway ~ncluding all leads upto 5 km and lifts (original ground level shall he taken after clearing and grubing except rock) as per Techn~cal Spec~ficat~on Clause 301

(a) All types of \oil

Constructlon of embankment w~th approved materials from borrowp~ts complete as per Technical Specification Clause 305 wlth all leads and lifts.

Construction of subgrade with approved materials from borrowpits complete as per Technical Specification Clause 305 & 403 with all leads and lifts

Constructlon of granular shoulder with approved material complete as per drawing and Technical Specifications Clause 407 with all leads and lifts.

Construction of embankment, subgrade with materials obtained from roadway & drainage excavation. complete as per Technical Spec~fication Clause 305

Scarifying 150 mm, watering and compaction of original ground with maximum of SIX passes of 8-loton roller as per Technical Specification Clause 305

Loosening and recompacting subgrade in all kinds of soil complete as per Technical Specification Clause 305

Filling of medlanllsland with soil complete as per Technical Specification Clause 407

(a) Ordinary Soil (h) Granular mater~al

Transportations and disposal of surplus material beyond initial lead of 5000 m upto additional lead of 5000 m to 10000 m complete as per Technicta Specification Clause 201 and 301

Scarifying esistlng road surface including bituminous surface and compacting complete as per Technical Specification Clause 501.

Total for Bill No: 2 Carried forward to Summary

Estimatcd Quantity

960.373

941.883

767,283

103,878

416,637

1,076,721

104.331

43,941

2.525

I ' r ~ ~ j c ~ l : 416 I . ;~l i in~ III Nll-5 froin Tuni (11 Allskap;illi I ) o c ~ ~ r i ~ e ~ ~ t : 1)'HlXII\RII\Vol. VII\Chap.-2 A l ~ c t r ~ c t of ('r~.;t Estir~late

811,1, NO. 3 : SUBBASE AND BASE COURSES

lteni

3.01

3.02

Unit Kate (Rupees) I n

figure

768

969

Amoullt io Kul~ees

242.718.694

94.575.127

Total for Bill No:3

Carried forward to Summary

Description

Cons~ruct~ng Granular Suh Base (GSB) with approved materials complete as per Technical Specification Clause 401

a) Grade I

Constructing Wet Mix Macadam (WMM) base with approved material complete as per Technical specification Clause 406.

337,293,821

Unit

cum

ISstimatetl Quantity

316.040

97.601

I'rojert: 416 I ~ n i n g of NII-5 fr1,111 Tuni lo Anakspalli I)(TUIII~.II~: 99088\Rll\V1~I. Vll\Cl~ap.-2 Abctracl of Cost Kstinmte

ISILL NO. 4 : UI'I'UMINOUSICEMENT CONCRETE COIIHSES

A. BITUMINOUS COURSES

Sheet: 4 111 21 1)ate: Neve~l~ber, 21100

Kevisi1,11: KO

B. CEMENT CONCRETE COURSES

Item

4.01

4.02

4.03

4.04

4.05

Unit

sqm

sqm

cum

cum

cum

I)ncr ipt io~~

Prov~d~ng hltumlnous Primer Coat over granular surface Q 7.0 kg per 10 sqm of surface area complete as per Technical Spec~flcation Clause 502.

Provldlng bituminous Tack Coat Q 2.5 to 3.0 kg per 10 sqm of surface area complete as per Technical Specification Clause 503.

Prowding and laying Dense Bituminous Macadam course (DBM) complete as per Technical Specification Clause 507.

Provid~ng and laying Profile Corrective Course with DBM as per Technical Specification Clauses 501 and 507.

Providing and laying Biturninlous Concrete (BC) wearlng course complete as per drawing and Technical Specification Clause 512.

Item

4 06

4 07

Estimated Quantity

376.810

1.906.165

99.178

47.764

29,780

Description

Provldlng and laylng M 10 dry lean cement concrete complete as per drawlng and Technical Spec~ticat~ons Clause 601

Prov~dlng M 40 cement concrete pavemnt (Rlg~d) complete as per drawlng Technical Specifications Clause 602

Unit Rate (RuDees) In

figures

10

4

2.564

2.564

2,847

Unit

cu m

cu m

Amoullt in Rupees

3.768.100

7.624.660

254,293,084

122.466.896

84.783.589

Amount in Rupees

134.493.005

654.140.339

Total for Bill NO. 4 Carried forward to Summary

Estimated Quantity

78,194

162.358

1,261569,673

Unit Rate in Rs.

1,720

4,029

I'rojccl: 416 I;uling ol' Nll-5 Irom Tusi to Allakapalli I),rameat: O~IIR8\RII\Vol. Vll\Ch;~p.-Z Al,\tract 01' (:a,\f Rslimatc

lJlI,L NO. 5: CU1,VEKTS AND BK1I)CES

Slleel: 5 s f 21 Dafc: Novemlrr, 2(MM)

HFV/S~<III: KO

Amount (Kupcc?)

21421 14.(Ml

3037274.00

4146309.00

923056.00

575384.00

1906884,00

4700728.00

1657305.00

15277IS5.00

0(,0?750.00

Unit Kate (Rupem) In

figurcs

78.00

82.(KI

243.00

248.00

568.00

588.00

2341.(W)

2833.W.)

3465.00

3554.14)

Estinmted Qua~itily

27463

44357

NIL

NIL

NIL

NIL

17063

3722

1013

3243

2008

585

NII.

4409

1875

Unil

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

cull1

cull1

cull1

1te111. No.

5.01

5.02

5.03

5.04

5.05

Dcreripliol~

F.arthwnrk in excavation of foundation fi~r structures complete as per drawing and Techntcal Spec~licatioos Clause 304 in

(a) Ordinary Soil

( I ) For Culvert5

(11) For bridges and ROBS

(h) Ordinary rock (not requlrlng blasting)

( I ) Far Culvero

(ii) For br~dges and ROBS

(c) Hard rock (blasting prohib~ted)

( i ) For Culverts

(11) For bridges and ROBS

Backfilling behind abutments1 wing walls/ return wallsibelow pipe with selected imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305

(i) For culverts

(ii) For bridges and ROBS Provldlng Filter medium behind abutment, wing wall and return wall complere as per drawing and Technical Spec~fications Clauses 305 & 2504

(i) For culverts

(ii) For bridges and ROBS

Plain cement concrete M-15 in foundation levelling course etc. tncluding centering and shuttering all complete as per drawing and Technical Specifications Sectlon 1700

(1) For culvert

(ii) For bridges and ROBS

Crmrnt concrete for Pla111 concrete 1 Reinforced concrete in open ti~undation complrtc as per drawlng and Techn~cal Spei.~tications Sc.crio~l\ 1700 & 2100.

(a) S1?5grade For culvert

(bl h2?5pvade

Fur hrlilgcs

(c) h l 3 0 sradc

FOI ROBS

I1rojc%l: 416 liming or Nll-5 from Ttmi 10 Anakapslli l l o c t ~ m c ~ ~ t : ~)~)08ti\RII\V~~l. VlI\Clt;11~.-2 Al~nret l of (:#,st Rslimatr

&23(Xl

(a) MZ5grade

For hridges

1 I

cum

5 I I

1 I (a) M30 gradr I

Reinforced cement amcrete in super structure comple~c'as per draw~ng ;~nd Te~hnical Spccificali~~nh Suctitrnh 17lK1

I lFor hrldEes 1 cum

Cement concrete uslng M-40 grade for prestressed concrete in super structure complete as per drawing and Technical 1 cum Specifications Sectlon 2300

5.13

5.14.A Brick parapet complete as per drawing and Technical I I Specifications

For Minor brldgel flyovers span greater than 15.00m to 30.00m & staging height greater than 3.00111 to 6.00m

cum

Reinforced cement concrete M-30 i n box culverts and underpasses as per drawing and Technical Specifications cum Section 1700

5.14

5.15 HYSD bar reinforcement complete as per drawing and I I Technical Spec~ficartons Section 1600.

Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost o f reinforcement)

I I (I) For culverts I I I (11) For brldges I Flyovers 1 MT

Providing. laylng and jointing NP-4 (as per IS: 458-1988) Humc pip.s(l.000 m dia) for culverts complete as per drauing and Technical Specifications Section 2900 and IRC:

5.16

I I SP: 13.1973

Providlng. laying and jointing NP-4 (as per IS: 458.1988) Hume pipes(0.900 m dia) for culverts complete as per drau,ing and Technical Specifications Section 2900 and IRC: SP: 13-1973.

Providlng. lay~ng and jolntlng NP-4 (as per IS: 458-1988) Humc p1pes(l.200 rn dla) for culverts complete as per drawing and Technical Specifications Secuon 2903 and IRC: SP: 13-1073.

Proi ~d~np. la! III$ ;III~ j0111 l i t 1~ NP-4 (as per I S 458-1088) Hu111e p1ps(l.500 111 dl,~) R r culvcrrs cu~i~plc~r. ;I\ per dr:~u ~ t ~ g i l t~d 'T~CIIIIICIII S l u ~ ~ l i ~ i ~ l ~ o n % SCC~~OI~ 29IN) i111d IRC:

SF: I?-1973.

N IL

NIL

Amount (Rupew)

1312100.00

451117375.00

366147.00

2115840.00

3-172353.11

iSill'J3 SO

Uni t Rate (Rupees) In

I i g u r ~ l

30 1 .00

2131 0 0

213.00

240.00

90557.00

IS? 00

Ilern. s,,.

5 17

5 17.A

5.17.8 5.17.C

5.18

5 . I!,

5.20

. 5.21

5.22

5.23

5.24

5.25

5 2 0

5 27

5 2

5.29

Unit

cum

cum

sqm

cum

cum

cum

L m

Sqm

L m

No.

cutn

M T

c~t111

c ~ n 1

ct1111

I)escriplio~t

I'rrrv~dlng and I;~ytng granular material III l)edd~ng i n culverts all co~npletc ;I$ [per drawllig and ' l 'ecl~t~~c;~l Spccilicalions Scctlon 20Oll

I j r ~ c k md\rrnry ~n ccrncnl nlorler 1:3 ( I crtnenl : 3 c<,ar\e sand ) ~n f~~undct~~~n\/\ubstruclure complete as per drawlngr and 'Tcchnlcai Spccificatir,ns Section 1300

plaster1ng(l2mm thk)

plastering(20mm thk) Providing and lay~ng stone p~tching In slopes complete as per draw~ng and 7'echntcal Specificattons Section 2500.

I'rovld~ng and lay~ng filter tnaterral undernrath stone pltching In slopes complete as pcr drawlng and Technical Specificattons Sectton 25(W).

Providing and laying boulder apron complele as per drawing and Technical Specifications Section 2500

Providing weep holes In abutments, wing walls and return walls etc. complete as per drawing and Technical Spec~ficartons Sectton 2700.

Bituminous wearing course (62 m m thick) comprising 50 mm asphalr concrete tn a single layer over bituminous mastic course o f 12 m m thick with a prime coat complete as per drawing and Technical Specifications Section 2700

Bored/ Cast i n siru vertical piles including cost of reinforcement complete as per drawing and Technical Specifications Sections 1100 & 1700

GOOlnln dia. Piles

(M-35 grade concrete)

Initial & Rourttle Test fbr bored I cast I n situ plles complete as per Technical Spectficatloll Section 1100.

Cement concrete for reinforced concrete i n pile caps excluding reinforcement complete as per drawing and Technical Spectficatlons Sections 1100 & 1700.

hZ-25 prade

Providing and suppl!!ng lhtgh tensile steel wtresi strands includlnz all accessories for stressing, stressing operations and groitting complete as p r drawing and Technical SpeciAcations Secrlon 1800

Suppl! ttig ant1 c0111pact111g local siilld co~ l fo r~ l l i ng to 1S:383 hel,,n. toit11di111011 ,is IWI tlr:t\\.tl~g i111d d i r r c t~on of Engineer.

!:,>I Culvctt Cc~lllrl it C ~ I I ~ ~ C I C t lo~>rins i o c 1hi.d prolcction COIIIP~~IL. ilh p r Tecl1nlc:li S[?ecll~i.,~rio:i\ Sccrlon 25OO

h l I 5 grade

Pro\.tdltlg ruhI,I~ \;IUIIC 1100rt11g lakl 111 cement tnorulr 1:3 (1

C.L.IIIL.II~: 3 s;tt1~1) iild juttll': tilled wi111 cetllellt nlnrtar complete .I\ per dr;i\vllig :lnil Tecllliic:~l Spc~.ificat~onc Secliolls 14(X) & ?500

Eslinialed Q u ~ n l i t y

3356

21 125

9820

13192

l I 0

53

NIL

1719

8941

NIL

N I L

N I L

38

Z l l h

N I L

N I L

AIIIOIIII~ (KII~ILW)

2875143.011

3437(All.(Hl

65402 1.61

1157896.20

140250.00

1489950.00

7 8 3 ~ . 0 0

2979180.00

75000.00

S20845.(UI

(,O(X) 00

140650.00

Uoit Hate (Kupfw) 111

figure\

IX')O.oO

5305.lXl

2833.W

0.64

150.00

473.00

9GQO.W

24520.M)

750.00

243.(Io

300.00 (1.S I

485.00

~stimatecl Qunatity

1521

648

23 1

1929827

935

3150

87 1

N IL

I22

100

3415

20

290

NII.

Unit

cum

cum

cum

w"

ton

L m

L m

L m

No.

cunl

No.

No.

L.nl

1lc111. 318.

5.30

5.31

5.32

5 33

5.34

5.35

5.36

.i37

5.38

5.39

I )ewr ip t io~~

Sul~ply~ng and f ~ x ~ n g cr~~r re te crash harrier ty lx brldge rail\ colrlplcte a\ per draw~ng ; I I ~ Tcchnic;~l Spc%~fic;~tions Clause 800 and Sccl~on 17(XI including alrt 111' necessary matrrial. formwork nlxl rc~nf~~rccmcnl

Re~nfitrced cement concrete approach slahs including cost rr~nforcemcnts a~mplrre as per drawing and Technical Specificat~ons Section 27(K).

Cement concretr M 15 grade levelling course below approach slahs complete as per draw~ng and Technical Specificalions Sectlon 1700

Prov~d~ng and fix~ng bearing complete as per drawlng and Technical Specifications Section 2000

(a) Elastomeric bearings

(b) Tar Paper bear~ngs

(c) POT- PTFE bearlngs

Joint filling

(a) Supplytng and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2GOO

(b) Construction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer

(c) Str~p seal type of expansion joint complete as per drawing and Techn~cal Spec~fications Section 2600 including acceptance testlng as specified, to be installed under supervlslon of spec~al~st manufacrurer.

Providing Marker post for buried culverts Including synthetic enamel painting with necessary details as per IRC: 7.1971 and direction of Engineer.

Refilling o f trenches \virh approved material as per drawing and as per Technical Specifications Clause 304.

Sy~~tlietlc enamel pa~nting o f Culvcrtl Bridges No. and Span Arrangement as pcr IRC:7-1971 and as directed by Engineer

Pro\.~ding and tix~ng drainage Sin~uts complete as per drawing and Ticlinical Sluc~tication.; Clause 2705.

Dr.un P ~ l x 100 111111 d~e. connector for drainage spouts as per dr;la111< ilnd Teclln~i.~l S~u!ciliiiltlolls Clause 2705.

A111011111 (RII~ECS)

46Ci.00

425.00

449686304.6

(CARRIED FORWARD T O SUMMARY)

Kil~it Hate (Rupee*) I t )

fig~lrc*

46.00

25.00

IC-+lin~alutl Qw~rl t i ty

NIL

NIL

NIL

100

17

Lrn

Lm

cum

w'

Lrn

Iterll. NIP.

5.40

5 4 1

5.42

5.43

TOTAL

I)c!criptit111

Sul~piying and placlllp void lnlakurr in vcr~ded slah \ u ~ ) c r ~ ~ r u c c ' ~ " c~~~nplc tc 21% prr drawing and Sprcificatlons Cl;~use A-4.

(a) IIHY) rnrn d ~ a

(h) (dX)mrn dra

Reinforced Cement arncrerc M-25 in maklng precast l00mrn slab and plactng in posltion complete as per Drawing and Technical Speclficarions Section 17M).(including cost of reinforcement)

Applylng ordinary paints of approved qualily on surface of parapet of culverts as per drawing and Technical Specifications Sect~on 8M)

Providing and painting o f flood gauge on substrucNre in full height and 500 rnrn width as per the directions o f the Engineer

FOR B I L L NO. 5

RII,L NO. 6: ROAD JUNCTIONS

Estimated Quantity

6.01

Covered dram with 100 mrn thick

RCC slab

6.02

Clrnstruct~ng kerh at separau~r platfor~nl paved part of medlans and islands completr as per draw~ng andTcchn~cal Specif~catlons Clause 408 and 1700. (a) For Kerh

(h) For foundauon

Construction of lined surface drains to the

requ~red lines and grades as per drawing

and Technical Speclt~cat~ons Clause 309.

including cnst of reinforcement

lexistlng roadway and reinstatement of the

6.03

lsame as per design and Specifications of

L m

Providing service ducts comprising 3 nos.

50mmdia G.1 pipes over concrete base

under existing and proposed carriageways

including cutting of trenches through

lnew construction (but excluding

2,107

2.107

lb~tuminous base and wearing courses)

complete as per draw~ng and as per Technical Specifications Sections 500.

1000 and 1700

TOTAL FOR B I L L NO. 6

(CARRIED FORWARD T O SUMMARY)

Sheet: I l c t l ' t l

Ihte: Neve~r~her. 2000 Hevisio~~: I I O

(Rupees)

I'rc~ject: 416 I,aning of NII-5 from Tunl to Andkapdlll I)l~.unlent: 99OXR\Rll\Vol. VII\Cbap.-2 Abstract 01' (:nst Esti~ndte

RILL NO. 7: DRAINAGE AND PROTECTIVE WORKS

Unit Kate (Rulwes)

In fignres

78

243

568

2.341

2.498

181

8

Itcm.

7.01

(A )

(B)

(C)

(D)

(E)

(F)

(G)

(H)

7.02

7.03

7.04

Amonnt (Rtlpces)

11.548

10,862

119.297

76.129

520.783

84.527

4.744.188

Unit

cum

cum

cum

cum

cum

cum

T~~~~~

cum

No.

cum

cum

sqm

Description

Retaining wall

Earthwork tn excavatton for fnundatton complete as per Techntcal Specrficatlons Clause 304 tn

Any type of So11

Providing backfill behind retaining wall complete as per drawing and Technical Specification Clause 304

Providing, laying and compacting filter material behind retaming walls complete as per drawtng and Technical Specifications Clauses 305 & 2504.

Providing cement concrete for foundation complete as per Technical Specifications Section 1700.

(a) M 10 grade

(b) M 15 grade

Providing reinforced cement concrete for structure complete as per drawing and Technical Specifications Section 1700

(a) M 15 grade

@) M 25 grade

Provtding steel reinforcement (HYSD bar) for foundation, structure complete as per drawing and Technical Specifications Section 1600.

Refilling of trenches with approved material as per drawing and as per Technical Specifications Clause 304.

Providing weep holes in retaining walls as per drawing and Technical Specifications Section 2700

Providing and laying stone pitching on embankment slopes complete as per drawing and Technical Specttications . Section 2500.

Provid~ng and laying granular filter material underneath stone pitching on embankment slopes complete as per drawtng and Technical Specifications Section 2500.

Turfing side slopes of main road and service road with grass sods, complete as per Technical Specifications Clause 307

Estimated Quantity

148

45

210

33

208

467

593.024

I'rojc~l: 416 Imning 111 Nll-5 from Tuni I11 Al~akapalli D~~ .o r i i e~~ t : 99088\KII\Vol. VII\Clvdp.-2 Abstruct of Cost Estiniale

Sheet: 13 nf 21 Date: Novelaher, ZO0O

Kevisien: KO

Dt,111;1eil t'r(gec~ Report ,, ,. .,,., " r l " . , I I . Y I .,..,. I,. ,",,.̂ l ,r."...L\."

Amount (Rul~ees)

2.31 1.613

1,800,387

75.000

12.986.930

6,632.994

Unit Rate (Rupees)

I n figures

28

1.195

12,500

605

618

Estimated Quantity

84.059

1.507

6

21,466

10.733

Unit

cum

cum

L m

L m

L m

L m

cum

NO.

No.

No

No,

cum

Item.

7.05

(A)

(B)

(C)

(D)

(E)

(F)

(G)

(H)

(I)

Description

Storm Water Dra~nagr

Earthwork in excavation complete as per Technical Spec~fications Clauses 304 in

(a) Ordinary soil Dram Type D l

(b) Ordlnary rock (not requiring blasting)

Providing, laying and jo~nting hume pipes between road gullies1 manholes1 outfall for storm sewer complete as per draw~ngs and Technical Specifications Section 2900.

NP-2 Type

(a) Dia. 600 mm

NP-3 Type

(b) Dia. 300 mm

N P 4 Type

(c) Dia. 600 mm

(d) Dia. 900 mm

Providing cement concrete including form work for pipe bedding1 encasing complete as per drawing and Technical Specifications Section 2900

Providing and constructing road gulleys complete as per drawing and Technical Specifications Sections 1300 and 1700

Providing and constructing manholes complete as per drawing and Technical Specifications Sections 1300,1700 & Clause1005.

Providing and constructing catchpit in median drain complete as per drawing and Technical Specifications Sections 1300.1700 & Clause1005.

Providing and constructing outfall structure including head wall and wingwall complete as per drawing and Technical Specifications Section 1700

Prov~ding and laying stone pitching on slopes at outfall complete as per drawing and Techn~cal Specifications Clause 2504

Providing and laying granular filter material underneath stone pitch~ng complete as per drawing and Technical Spec~fications Clause 2504

I 'roj~rt: 416 1~111ing e l NII-5 Fro111 Tuni 111 Annkapulli 1)cwumenl: Y9OXX\RII\Vol. VII\Chup.-2 AI~~tract e l Cost Esti~nate

Amount (Rul~ces)

6.189.712

840.446

4.891.084

50.697.090

8,796.710

100,789,299

Unit Rate (Rupees)

I n figures

89 1

1.301

2,498

2.019

43 1

Item.

(I)

(K)

7.06

7.07

7.08

Unit

Lm

cum

L m

L m

Description

Provtding chute drains with cuttofi wall and dumped rubhle at tors at high embankment as per Techn~cal Speclficat~on or direct~on of site englneer

Cutoff wall of M 10 and dumped rubble at toe of chute drain as per speciiicatlon and direction of site engineer

Construct~on of M-15 PCC in bed foundat~on below the 300 Dia. NP-3 pipe as per draw~ng and Technical Specifications Clause 309 and Sect~on 1700.

Lined rectangular drain type D3 Covered drain 100 mm thick RCC slab (Including cost of re~nforcement)

F~limatecl Quantity

6,947

646

1.958

25.110

20,410

TOTAL FOR BILL NO. 7

(CARRIED FORWARD TO SUMMARY)

Sheet: 15 of21 I);~te: Nove~t~l~er. 2000

HEV~Y~OII: KO

ISILL NO. 8 : MISCELLANEOUS ITEMS I 1 I I IJnit Kate

In figures

8.01

8.02

8.03

8.04 Providing and fixing RCC boundary posts complete as per I I drawing and Technical Specifications Clause 806. (includ~ng cost of reinforcemnt)

I(a) Hectometre stone I

Providing and laying pla~n cement concrete kerb as per drawing and Technical Spec~ficat~on Clause 408 and Sect~on 1700

(a) For kerb (h) For foundat~on of kerb Providing plain cement concrete kerh and channel along central verge, footpath, separators, hushays etc. as per Technical Specifications Clause 408 and Section 1700.

(a) For kerb and channel

(h) For foundat~on of kerb and channel Prov~ding and f~x ing RCC guard post complete as per drawing and Technical Specificat~ons section 1700. (Including cost of reinforcement)

No

8.05

I(h) Kilometre Stone I

Providing and fixing RCCIPCC hectometre, kilometre and 5 th kilometre stones complete as per Technical Specifications Clause 804 (indluding cost of reinforcement)

L m L m

L m

L m

No

115.870 115,870

16.887

16.887

8.06

(c) 5 th Stone

Constructing footpathlpaved separatorlpassenge platformlpaved pan of medians and islands complete as pe drawing and Technical Specifications Clause 409 and 407

8.07 Providing passenger shelters for Bus Bays as per drawing and Technical Specifications Section 1700.

8.08

(a) IaneICentre IineIEdge mark~ngITransverse I sqm 1 50.709 marking 2nd any other marh~nglkerh painting

Constructing of temporary diversion including Drainage works where necessary and maintenance thereo including traffic control and safety complete Technical Specifications Clause 112.

8.09

8.10

Specif~catlons Clause 801 and as directed by Engineer. includ~ns the cost of pos~a.fitting & fixing. Sheeting will he rrtro retlect~\,e type of high intensively grade and

Anlount in

Rupees

Pavement marking with hot applied thermoplastic material complete as per drawing and Technical Specifications Clause 803

(a) IaneICentre IineIEdge markinglTransverse marking and any other marklng

(b) Directional arows. Letterlog etc.

Pavement marking Ikerh palnting w ~ t h ordinary paints Grade 1 (IS: 164) complete as per Technical Specificat~ons Clause 803

sqm

No

Amount in Rupees

I)t,rcrilcd ,,,* ,,.,,(,.",1

Unit Rate (nupees)

In ligurcs

4.5(X)

6.750

13.500

7,500

4.500

16.000

7.000

7.000

4.500

200.000

300

3.800

3.800

2.759

7.500

7.850

5,500

5,500

7.500

700.000

10.800

Item

8.12

8.13

8.14

8.15

8.16

17(A

8.17(8

8 18

8. 19

8.20

I'rrgt'vl .,I, 1.N" .,..,,

Description

(a) 1nli)rmatory stgns. size

(i) Facil~ty information 800 mm x 600 rnm

(11) Direcuonlplace indentlficatton slgn 1200 mrn x 700 mm

(iii) Advance dtrectionl Destination1 Reassurancei Place Identificatton sign

(a) 1800 rnm x 1200 mm

(b) 1500 mm x 900 mm

(tv) Route marker signs (450 mm x 600 rnm)

(v) Other ~nforrnatory s~gnsl definition plate (2100 mm x 1500 rnmj

(b) Cautionary signs, size triangular 900 mm side

(c) Mandatory signs, size

(ii) Octagon 900 rnm height

(iii) Rectangular 600x600 rnm side

Supplying and fixing overhead signs complete as per drawing and Technical Specifications Section 800 including cost of posts, truss erectton, fitting and foundations. Sheeting will he retro reflectwe type of high intensity grade and messages/borders will be screen-pe~nted.

Simply supported overhead slgn structure.

Providing & fixing road delineators complete as per drawing and Techn~cal Specifications Clause 805 as directed by Engineer

(a) Roadway Indicators

(b) Hazard Markers

(c) Object Markers Providing and fixtng Metal beam crash barrier complete as per drawing and Technical Specificatlons Clause 810.

(a) Metal Beam Crash barrier

(b) TerminallAnchorage

Providing site office for the Engineer includtng furnishing the same complete as per drawing and Technical Specifications Clauses 120 & 127

Maintaining slte office for the Engineer and other supervisory staff complete as per drawing and Technical Specificatlons Clause 120.

Providing site bachelor residentla1 accommodation(guest house) and servant quarter for Engineer and other supervlsory staff complete as per drawing and Technical Specif~cations Clauses 122 & 127.

Prouding site married residential accommodation for Engineer and other supervisory staff coinplete as per

dra\vlng and Tecllll~cal Specif~cations Clauses 122 & 127.

Ma~nraining site residenti;~l acconlmodation for Engineer and other super\.lsory staff complete as per Technical Specifications ClauseiZZ

Providlng and install~ng \\ '~relessl~~~ohile systenl complete as pcr Tcchn~cal Spec~fiwt~ons Clause 123.

Maintaining \vireless/inohilc sysrein as per Tecl~nical Specifications Clause 123

H i p ~ r l ,1,1 .",,..., I.I"II"I..IC"

Uni l

No

No

No

No No

No

No

No

No

No

No

No

No

L m

No

sqm

onth

Sqm

sqin

lllOnth

syste

nlontll

Estimated Quantity

8

13

12

18

18

55

34

43

4

874

18

36

5,316

165

30

359

630

30

I

30

Slleet: 17 ol' 21 I>ate: Neve~aber. LIHHI

Revision: RO

8.21

8.22

8.24

8.25

8.26

8.27

8.28

8.29

8.30

8.31

8.32

8.33

(A)

1

Amount in Rupees

Estimated Quantity

Unit Item

Unit Kate ( R ~ ~ ~ ~ ~ ,

I n figures Ilescription

Provid~ng & Maintai11111g veh~cles li)r the Engineer Including drtver. POL clc. as per Technical Specifications Clause 124

(a) Pastenger cars

(h) Hard Top Jeep

Supply of crllour record photographs negatlve and two colour prtnts therefrom mounted In alhum as per Technical Spec~ficat~ons Clause 125

Supply of colour video cassette records during construction as per Technical Specifications Clause 126

Prov~ding project implementation unlt as per drawing and technical spec~ficatlon 122 & 127

Ma~ntenance of project implementation unit as per drawing and technical specificat~on 122

Erection and ~nstallat~on of reinforced earth structure consisting of precast facia and soil reinforcement as per drawing and Technical Speciftcation Clause 703

Earthwork including excavation, back filling, grading and compaction of selected back fill soil behind reinforce earth structure as per Technical Specification Clauses 703 & 305

RCC Crash barrier monolith~c with friction slab M-30 as per approved Drawing and Technical Specifications Clause 809 & including cost of necessary material, formwork and reinforcement.

Provision of fensinglguard rail on median. pootpath complete as per drawing and Technical Specification

Provision of electrical post including errection toll plaza sectlon as per drawing and Technical Specification

Supplying and lay~ng of I I nos. approved permanently lubricated HDPE Telecom Ducts of 40133 mm size ~ncluding fixing of accessories like couplers, end plugs. simple plugs. manholes. ducts etc, complete for future cable installation as per drawing and Additional Technical Specification Clause A-8

Toll Plaza and wa? s~de Amenities

Providing Toll Booth buildings complete as per draw~ng and Technical Spec~ficatiuns Clause 127 and drawing

~ncluding arrangement of electric supply. all electrical itetiis like fans. Ilgllts. socket receptacles, and complete wi r~ng wtrh requisite earthing. provid~ng fire alarm and giglit~ng system llke smoke detector, electr~c hooter tiiultizone control K: repearer panel with hartery backup. cabling and CO? hand rxt~ngu~sher.

eh.da

eh-da

NO.

Sets

sqm

month

Sqm

Cum

L m

Lm

No

Sqm

2.738

2,738

5,895

2

237

30

18,237

2

58.950

68

I'ridcvl: 416 I,;~nitlg c ~ l Nll-5 from Tuni to At~akapslli I)IK~IIIICII~: I)!MIX~\UII\VOI. VII\Clrap.-2 Al~slr;st ill (:OF( ESIIIIIPIC

Shwt: 18 of Z l I h t e : Nevelllher. ZI0O

Hcvision: HO

Amount in Rupees

928.000

112,500

1,000.000

1.130.000

178,610.259

Unit Rate (Rupees)

I n figi~rcs

8.000

4,500

500.000

1,130.000

lteln

(13)

(C)

(D)

(E)

TOTAL

Unit

sqm

Sqm

No.

No'

Description

Prt~vtd~ng Toll Plaza administrative huilding complete as per drawing and Technical Specifications Clause 127 including arrangement for electric supply, all electrical items like fans, lights. socket, receptacles, circuit wiring and requisite earthtng, provid~ng fire alarm and lighting system l ~ k e smoke detector. multizone control and repealer panel w ~ t h battery hack up, cabllng and C02 hand extinguisher, prov~ding wale supply ~ncluding all pipes. fittings, tanks, tunewells, pumps, valves etc. complete, septic tank, sewer lines. drams, compound wall, fencing etc.

Providing Electrical room complete as per drawing and Technical Specifications Clause 127 including arrangement for electric supply, all electrical items like lights, exhaust fans, socket. receptacles and complete wiring, with necessary earth stations including supply and installation of new Generator capable to meet the requirement of Toll Plaza complex and have 208 spare capacity.

Providing and installing power genrator 10 KV and power backup 10 KV UPS at Toll Plaza complete as per drawing and Technical Specifications shown on drawing including all electrical items.

Providing and installing Toll Plaza equipment including electr~cally operated barrier gates complete as per drawing and Technical Specifications shown on drawing with control wiring for 3.00 m wide toll lane

FOR B I L L NO. 8

Estimated Quantity

116

25

2

I

(CARRIED FORWARD T O SUMMARY)

Sheet: 19 01'21 I k t e : November, 20110

Kevi.;ion: KO

B I L L NO. 9: MAINTENANCE, REPAIR AND REfIAI%II,ITATION I

Item.

9.01

Unit Description

9.02

Estimated Quantity

Carrying out routine maintenance of Highway as per Technical Spec~fications Clause 3002 and as per directions of the Englneer. (excluding bituminous work)

9 03

Carrylng out treatment and repairs to pot holes and any necessary patching to exist~ng hituminous carriageway surfacing as per Technical Specificat~ons Clause 3004 and as per the direct~ons of me Englneer

Prov~d~ng renewal coat w ~ t h mlx seal surfacing ~ncludlng clernlng o f exrstlng b~tum~nous surfa~e as per Techn~cal Spec~flcatlons Clause 512 & Sect~on 3000 to the areas of the exlstlng carrlageway as per the dlrect~ons of Engineer

9.04

9.05

Km- month

Sqm

9.06

1.758

(a) 20 mrn compacted thickness

(b) 40 mm compacted thickness Providing tack coats complete as per Technical Specifications Clause 503 to the areas of the existing carriageway as per the d~rections of Engineer.

Repairing of existing R.C deck slab1 girder by chipping or peeling off loose concrete, cleaning reinforcement, treating the exposed surface with epoxy paint and filling the affected area with non-shrink concrete mix not lesser than 1:1.5:3 by using l2mm down coarse aggregate including th coat of epoxy paint, non-shrink admixture, formwork. centring, curing etc., including cost of all labours, materials equipment and staging all complete as per Technical Specifications Section 2800. (new concrete 50 mm thick including cost of reinforcement)

9.07

sqm Sqm

sqm

sqm

Taking out the exlsting drainage spout of Bridges and promding, fixing nev dramage spouts and down pipe including cost of all labour. material equipment staging all complete as per MOST standard drawing and Technical Specifications Clause 2705

9 08

Onit Rate (Rupees) In figures

NO,

Peeling off of damaged plastered area from existing structure, raking out joints and roughening of old surface to receive new plaster, using polymer modified mortar of 15mm thickness as per manufacturers Specifications including cost o f all materials, labours. equ~pmenr's, staging. all complete as per Technical Specification Clause 1312.

9.09

9.10

0. I I

'qm

Reinforced cement concrete grade M-25 for extension of deck slah on spans including necessary chipp~ng of ex~sting concrete lncludlng 'supply and fixlng reinforcement complete as per drawlog and Technical Specification Sections . 2300 and 2800.

cum

Kepalr of stone masonry work by pointing with cement mortar (1:3) as per Technical Specificauons Section 1400 and ~ l ~ r e c t ~ o n of Engineer

Prov~ding re~nforced celnent concrete railings including dismnntling of damaged ra~ling, complete as per drawing and Tecllnical Specif~cation Sections 2700 .and 2800 (including COSI of r e ~ ~ i f o r c e ~ l l e ~ ~ ~ )

I'l-o\'~d~ng asphait~c plug (300 mni s 75 mm) on top of jo~nls het\vecli old & new concrete as directcd hy Engineer

sqm

Lrn

Lm

Sheet: 20 of 2 l Date: Noveml~er. 2000

Kevislon: KO

1)crnil~d I ' r o j ~ ~ t Rc[~l,o,oi I , . 1 I _ I I . W . , 8 I X Y .,.., l11,. I"I...I1.,".*..,>n

Item.

9.12

9 13

9.14

TOTAL

Description

Removal of exlstlng cement concrete wearlng coal manually or w~ th me help of Jack I4ammers includlng d~sposal complete as per Technical Spec~f~cation Clause 2809 without causing any delrlmental effect or any part of the Brldge Structures.

Cleaning i ~ f expansLon gaps and providing filler type expansion jolnl includ~ng supply of all materials, lahours complete as per Technical Speclficatlon Section 2600.

(a) 20 mm thlck

(h) 12 mrn th~ck

Plane Cement Concrete M-20 for extension of masonry1 PCC Ahutmentl Pier, foundation includlng cleaning of dismantled face of exlstlng structure and applying a coat of cement slurry casting fresh concrete against the old concrete face including all cost of allmater~als, formwork, centring staging curing all complete as per Technical Specifications Sections 2100 & 2200.

FOR B I L L NO. 9 (CARRIED FORWARD T O SUMMARY) 15,344,282

Unit

'qm

L m

L m

Estimated Quantity

343

65

38

Unit Rate (Rupees) I n figures

80

1.000

2,500

Amo1111t (Rupees)

27.440

65.000

95.000

B I L L NO 10: PROVISIONAL ITEMS

I>rr~~il i .d /'roji,cr Report ,,,, I l V U * .,.., ,111," l~i,~"II*l"I1.,\.,.

Amoant (Rupees)

106.100 710.100 490.203

1.771.092

3.000

504,000

1 1,959,480

4,417.000

1.407.600

800.800

4.000.000

1.850.000

1.900.000

643.500

1.750.461

885.500

33.198,836

Item.

10 01

1003

10.04

10.05

10.06

10.07

10.07

10.07

10.07

10.08

10.09

10.10

10.1 1

TOTAL (CARRIED

Estimated Quantity

2.122 7,101

1.953 2.484

1

360

45.998

63 1

360

52

80

37

2

117

318

161

Unit Rate (Rupees)

I n figures

50 100 25 1

713

3,000

1,400

260

7,000

3,910

15,400

50.000

50.000

950.000

5,500

5.500

5.500

Descript io~~

Cutting of trees including cuttlng of trunks, branches and rcmoval of stumps ~ncludlng stacking of serviceable material w~thln a lead of I000 metres and earthfilling In the depress~onlp~t and per Technical Spec~ficat~ons Clause 201

(a) G~r th above 300mm to 600mm (h) Gum above 600mm to 900mm ( c ) G~r th above 900mm to 1800mm

(d) Girth above 1800mm

Providing and installing Telephone connection with STD facility

Boring for soil investigat~on Including conduct~ng necessary tests and preparation of report, as per direction of the Englneer and Technical Specifications Sect~on 2400.

Co ord~nation o f Shift~ng of OFC Utilities as per Technical Specifications and as per direct~on of die Engineer.

Co ordination of Shifting of Electric poles Utilities as per Techn~cal Specifications and as per direction of die Engineer.

Co ordination of Shifting of Telephone poles Utilities as per Technical Specifications and as per direction of die Engineer.

Co ordination of Shifting of Transformer as per Technical Specifications and as per direction of the Engineer.

Co ordination of Shifting of concrete-well as per Technical Specifications and as per dlrect~on of die Engineer.

Co ordination of Shifting of Irrigation-well Utilities as per Technical Specifications and as per direction of die Engineer.

Construction o f building (plinth area 9 sq m.) and installation of weigh bridge including arrangement for electric supply, all electrical items like lights, exhaust fans, sockets. receptacles and complete wiring with necessary earthing etc. complete as directed by Engineer.

Traffic Aid Post and Pol~ce Post building with complete fixtures Including electr~clsewerlwater supply

Construction of bus laybyes shelter and other facilities complete as per drawing and Technical Specification clause .

Construction of way side amenities like toilet including septic tank and other facilities building complete as per drawing and Technical Specification clause 127

FOR B I L L NO. LO FOR\TARD T O SUMMARY)

Unit

No. No.

No.

No.

No.

L m

m

No

No

No

No

No

NO.

sqm

month

sqm

%. , ,

k

Chapter 3 F

I I Abstract of Quantities

Project: 416 Laning of NH-5 from Tuni to Anakapalli Document: 99088\RH\Vol. VII\Chap.-3 Abstract of Quantities

Sheet: 1 of 23 Date: November, 2000

Revision: RO

ABSTRACT OF QUANTITIES SITE CLEARANCE

Detailed Project Report D : P C O I I \ m D R I l r p o n ! ~ \ ~ . X L S

Roads & Highwajs

Estimated Quantity

157

1,489

234

208

Unit

hct.

cum

cum

cum

cum

Lm

Item

1.01

1.02

Description

Clearing and grubbing road land complete as per Technical Specification Clause 201.

Dismantling structures and pavement upto 1.5m above ground and 1.5m below ground level including disposal of resulting material and/or salvaging useful materials co~nplete as per Technical Specification Clause 202.

a) Brickistone Masonry structures

b) ConcretiReinforced concreteiPrestressed concrete structures including cleaning, straightening & cutting of bars and separating them out from RCC/PSC

C) Pavement courses

d) Stone/ Brick Pitching

e) Pipes, Hume Pipes, guard rails, edging kerbs, gutters and fencing

Project: 416 Laning of NH-5 from Tuni to Anakapalli Document: 99088\RH\Vol. VII\Chap.-3 Abstract of Quantities

Sheet: 2 of 23 Date: November, 2000

Revision: RO

ABSTRACT OF QUANTITIES

EARTHWORKS

Detailed Project Report D;F€41VM\DPR RlpmlBOQ\BOQ-XLS

Item

2.01

2.02

2.03

2.04

2.05

2.06

2.07

2.08

2.09

2.10

Roads & Highways

Description

Roadway excavation necessary for construction of roadway including all leads and lifts (original ground level shall be taken after clearing and grubing xcept rock) as per Technical Specification Clause 301.

(a) All types of soil

Construction of embankment with approved materials from borrowpits complete as per Technical Specification Clause 305 with all leads and lifts.

Construction of subgrade with approved materials from borrowpits complete as per Technical Specification Clause 305 & 403 with all leads and lifts

Construction of granular shoulder with approved material

complete as per drawing and Technical Specifications

Clause 407 with all leads and lifts.

Construction of embankment, subgrade with materials obtained from roadway & drainage excavation, complete as per Technical Specification Clause 305 Scarifying 150 mm, watering and compaction of original

ground with maximum of six passes of 8-loton roller as

per Technical Specification Clause 305

Loosening and recompacting subgrade in all kinds of soil complete as per Technical Specification Clause 305

Filling of medianlisland with soil complete as per

Technical Specification Clause 407 (a) Ordinary Soil (b) Granular material

Transportations and disposal of surplus material beyond initial lead of 5000 m upto additional lead of 5000 m to 10000 m complete as per Technicla Specification Clause 201 and 301.

Scarifying existing road surface including bituminous surface and conlpacting complete as per Technical Specification Clause 501.

Unit

cum

cum

cum

cum

sqln

sqm

cum

cum

sq.m

Estimated Quantity

960,373

94 1,883

767,283

103,878

416,637

1,076,721

104,331

43.941

2,525

Project: 416 Laning of NH-5 from Tuni to Anakapalli Document: 99088\RH\Vol. VII\Cliap.-3 Abstract of Quantities

Sheet: 3 of 23 Date: November, 2000

Revision: RO

ABSTRACT OF QUANTITIES

SUBBASE AND BASE COURSES

Detailed Project Repori D : P C O I O \ m D F U RwponiBW\BOo.XLS

Roads & Highways

Estimated Quantity

316,040

97,601

Unit

cum

cum

Item

3.01

3.02

Description

Constructing Granular Sub Base (GSB) with

approved materials co~nplete as per Technical Specification Clause 401.

a) Grade I

Constructing Wet Mix Macadam (WMM) base with approved material complete as per Technical specification Clause 406.

Project: 416 Laning of NH-5 from Tuni to Anakapalli Document: 99088\RH\Vol. VII\Cliap.-3 Abstract of Quantities

Sheet: 4 of 23 Date: November, 2000

Revision: RO

ABSTRACT OF QUANTITIES

BITUMINOUSICEMENT CONCRETE COURSES A. BITUMINOUS COURSES

B. CEMENT CONCRETE COURSES

Item

4.01

4'02

4.03

4.04

4'05

Delailed Project Report D:rC410\9W8tDPR Renon\MQ\MQ.XLS

Description

Providing bituminous Primer Coat over granular surface @ 7.0 kg per 10 sqm of surface area complete as per Technical Specification Clause 502.

Providing bituluinous Tack Coat @ 2.5 to 3.0 kg per 10 sqm of surface area complete as per Technical Specification Clause 503.

Providing and laying Dense Bituminous Macadam course (DBM) complete as per Technical Specification Clause 507.

Providing and laying Profile Corrective Course with DBM as per Technical Specification Clauses 501 and 507.

Providing and laying Bituminious Concrete (BC) wearing course complete as per drawing and Technical Specification Clause 5 12.

Item

4.06

4'07

Roads & Highways

Unit

sqm

sqm

cum

cum

cum

Description

Providing and laying dry lean cement concrete complete as per drawing and Technical Specifications Clause 601

Providing cement concrete pavemnt (Rigid) complete as per drawing Technical Specifications Clause 602

Estimated Quantity

376.810

1,906,165

99,178

47,764

29,780

Unit

cu.m

cu.m

Estimated Quantity

78,194

162,358

Project: 416 L a n i n g ofNH-S from Tuni to Anahnp;blli

Document: 99088\RH\Vol. VII\Chap.-3 hstract of Qusntities

Sheet: 5 of 23 Dac: November, 2000

Revision: RO

Backtillmg brhlnd abuunca,. r m y \\.tit, I C ~ ~ I ~ I > \\,III< \ i > t 1 1

rrlmted lmpned grallular Intasrt.tl I I I .il,l,'rncd ga.1111! complete as pcr drawtng and I c c l ~ ~ ~ c . ~ l \~n.~t i r . t l~ t ,#~. I 1 ; ~ ~ s 304 and I 0 5

Pmviding Filler tnediutll hchtnd nbut~ncat i \ ~ # b y \\nil nncl

return wall complclc as pcr dra\ \~#>e :t~rl Icil>il!r;$l Spxiiicaltonr Clauwr 105 K 25114

Platn cmvnr comrrre M ~ l S ~n Inundrlio~t lc\rllt!lg cou8u.

nc. ~l~ ludmng crnvrlng 2nd rhul~ertng all coi~>pCe as wi drawing and Trchncal Spcc~tral~nrlr Secllcrht 17lXI

Cement eoncmtrlM-251 tor Plaln cnoclccc I<cl#>tarccd

comnr i n open foundallan corrlplctr rs 1n.r d r m ~ " and Technical SpslAcallonr Sncmons 171YI d ? 103

StrvcNral crmnt concrete lor plam ct~~rncw (rcnnlorccd colrrcle as per dnwing alld Trchnral Spr.c#l!rr!lon Scct8oo 1200. ISWaald 1700

(a) M 30 g n t m well curb

(b1 M 25 grade m top nld hactomn 1,111

Item. No.

5 01

(CI M M grade in well strlnlng

(dl M I 0 grade drm well cap

Pmvldmg. labrtcal~ng and layany 81) Inlr#ln,o cult81lg cdgc 01

mild weel ior wll ioundatbon lor brndycb .I, ll-T dr~ \ i l np and Trchnlcal Spsit2atian Scllon I2Wl .nxl I L W X l

Scnking o i w l l s thmugh all types u l a,d, ad nnL lo Ix mcasurrd fmm low water lrvcl (other lhdtl 1111~utnalir m 1 h a of sinking I camplrle as pcr drawl~lg and l ' n l ~ n i c r l Sprcifcmion Ssrmn 1200

( a ) D r p h u p o 3 m

(b) Drplh 3 - 10 m

(c) Dew 10 - 20 m

(d) Depth 20 - 30 m

Sand tilling i n wll ar pcr drawnp and l c c l l # ? ~ r r l Speci f~aran Sntion 12W

Crmrnl c o n c W M - 2 5 ) tar Plrm r o l r r r l r I Rclolorced commc for s u b a n u ~ r e conlplrlc as pcr drawnng and Technical Spr i fca ionr Snlanr 17W i\. ZZ*I Reinforced c-nl ooatirr~c In sulxr slmlurr CLIIIIPCI' as

pcr drawing and Techneal Spsll icru#t~>r Srcltonr I7M)

&2MO

la) M25grade tor RC T Glrdei k Sld,

(bl M I 0 gra& for Solid Slrb

Reinforced c m r u conorelr ntl lng cumplcc as 1x1 dmmstng a@ Tshn icd Sps i t2a~ohr Sn!to~> 271X) I$lnlud~t,g cost ol remtonrrnmrl

I)rrcril,tol8v

Earthwork in rxcavrllon ot laumrl;tlati,l Ikw r l lor la lo

complra as pcr drawing and 'Trr l~ l>t r i l \ l*.r#iu;~a>is ( ' 1 . i ~ ~

3c4

I HYSD bar minfbrrcmmt complrlc rs p r dra\rlng and

Techncd Spl.tt2allahr k l l o o I ( i X l 1 Pmviding weep holes in, abutmcn!~. ~ r ~ i g \\:dl, nlld rctunl

walls n c , complrlr ar pcr drawlnp and I c~ l l # l~c ; i l Spx~licarionr Snuan 27MI

l ni l

rum

B l N m i m r vnrcng coum 16: mm 11tuLi runtprts18ng 511 rnln

asphalt concnrlc I" a rlllglr layer ubc8 I h ~ ~ ~ ~ n ~ n o u r Imarcr courv of 12 rnm thick wllh r pr!#le i < ? ; b l c<!tnplclr .ir j x r drawing m d Tmhnral Spn-~ilracmc,nr Sruu!n 27lXI

Supplying and fixing concrrlc crash h;trncr lyt*. brrler rnds ~omplele as pcr drawtng and Tcrhlllcrl S l x~ l l ca l l o la (1Iduw 8W and Section 1700 ilrludlng can i,l Inurr.rsaiy ~,laLer>.tl. formwork and reiniorcrmr8ll

Rrinlbrced ccmcnt catxrctc apprnx.18 rlnbs tnlud>ttg cost

n n f o r c r m s r cornplrlr as pcr drra tile and T m h n ~ a I Spcciticalions Snl ion 27W.

Cement cowme M 15 g r d c i c \ c l l ~ ,~g lourq ixio\s .tll(,macl~ slabs uomplrtr as pcr drrwlng 2nd I L%I~IIIC.II ) I ~ x ~ t l i ~ . t t ~ ~ ~ ~ l \ Smtan l7W.

Prn~ndlng and tixmg Elasa,mr.rr hc;il-tog ~ u ~ ~ l p l c a :a I"

drawing and Tr~.hssal SIWT~~~L.IIII)II. \ i . ~ l~w i 2lI1I

&railed Pmjecf Report R o d & Highways a m n-i,.P" .*-.uw,Mw I)>

Chainage of bridges 315850

472

3Ml ljll

754

111 231

IL?h

3115 i l lx

X l d

316lH7

I855

31-1-137

11172

114 972

3

318 ?38

318

321 045

2848

Project: 416 L a n i n g o f NH-5 f r o m T u n i l o Ani~k;~p;ul l i

Document: 9908S\RH\Vol. VI I \Chap.-3

Abs t rac l of Quantities

Sheet: 6 o f 23 Date: November. U)OO

Revision: RO

Derailed Pmjecr Repon I." 4.. U n l b r . .CU",IY", \8 .

Ilelll. No.

5 34

5 37

5.38

5.39

5.43

11111

1.111

1.111

V1.

Nr

k.rcrilnlo~,~#

Jolnc 1811nig

la1 Supplytilg and 111111g iil ,XISIIIIII> ? ( I 18il18 I : , ~ L ~ I V ~ C I I I U ~ I ~ ~ C ~

J O ~ t i l l rr tn eipansmn )0!811 uo011r10c .I- I*.' c1r.8~ 1111 .ii>tl

T~CI I~~IC~I Sw~ficatmons Scrlmuri Z<<Li

I b l Cons!rucl~onolloinl u ~ l h Arp11;~li p l tqp~ng 01 old <lr,rh w ~ b nrw deck slab 13Wmm r 751~1nl i t \ /*.I t1c.t~ 8 t l ~ iwil ils

d i r r c td by t h Englncer

l c l S ~ n p wal rypc ot expasslull jolia rolni>lrir n- lui <ll;nk!$lg and T c h l ~ r a l Spec~lli-atiuor Sn'ilun l i x k l I I I ~ I U ~ I I I ~ accrptalre lenlng ar s p x t l t h l . 10 IT #il-i.~iI~.tl l # # l t l ~ > supcrvelon o l rpx'trinn nnaLnularturc8

Synthelr r!mI pptnltng or Bndgc5 PI .~tnl \pall Arrangement ar per IRC 7-1971 alxr .I, clwcr~cd Ih! I-ng81luc1. Pmvding and fixing dralnagr Spout? cu!llplcr ;Is WI

drawing and Tahnka l Spx~ l ra r i on r Clnuv: 2705 Dram Plpc I W mm dim c o t m t o r tor dlr#o.ipc i:murr n\ pcr drawmg and Technual Spniiiat8ons (:l.,uc 27115 Providing and painting of tlmd g a u p I,II ~ u l ~ n r u c ~ u i t . 113 full hrght and 5 W mm width as pcr ~11c d ~ ~ c u ~ ~ < > ~ ~ s ot cl~c Engblrer

321.645

24

I

I I

Chainage of bridges 115 8511

22

4

ICKJ 150

?I

I

6

11.1 137

?J

I

4

310 I147

49

I

3

114 972

24

I

Ill> : l l i / ? I l 31

i 3IR 238

70

I

48

4

1 21

J

3

I

11,

Project: 416 Laning o f NH-5 f r o m T t m i 1'3 A ~ v . ~ l ~ i ~ l l i ~ l l i

Document: 93088\RH\\'ol. V I I \Chao . -3

:.:jstract o f Quantities

Sheet: 7 o f U Dale: November, ZOOO

Revision: RO

Esnhvurk 8s exravrlxan'ot lourldal~c,n II,I .4ur i IC-

complccr as prr drawmg and Tc~llo8csI \ ~ c < ~ l # r . l , a ~ # i - l #.tu,i.

selrcled unponrd eranular malrrlal 01 .tl,~wtnc<l tn..ll#!i complrlr a$ prr drawme and rcchnanl 51killli.11111:1. ( ' I~I I-L.*

M4 and 305

Providing Filler medium brllmd abuanrltt. \\#air s .$I! ;i!%I

return wall complelc as pcr draumng and 1 r i l i ~ ~ ~ . ' . ~ 8 S~UIIK~IIOLIS Clauses 305 & Z j lH

Plam ccmrnr corr-rcr M - I 5 lo Ioutxlalton I cv r . l l ~~~y <ounc c r . including or t~ l r r iog a d rhullrrlng all ro~nplc i~ . .A, ~wl-

drawmg atld Technica lSpc i f in~oor kcuoi l l i 1 X 1

Crmrn! concmdM-251 ior Plain cotxrctc . IUL.~~~I~ILLT~

colnplrlc as pcr d n v In: r ix l Trchaicrl Sprl l icauonr Sntlal lr 1700 & ? IIKI

Suucrural crmctll Comrerr lor plalll C O I K T L . ~ ~ ! ivo l l<*r i~ t l comrrrr as p r drawing and Technl~al b ~ u ! # c i ~ ~ a t i r \CCIIOII

1200. I500and 1700

la) M 30 grade I" wll curb

(b) M 25 era& in lop and ballom plug

(c) M 30 grade 10 well ncinsng

Id) M M grade ~n well cap

Pmviding. hbricatutg and I b i o g 881 ~lrm~aai> nri l iny alec o l mild steel for wll fwndallon tor brtdgcr n h 1n.r ~ l i n \ s ~ i l y imd

T-hnkal S p r i f i a l ~ o r ~ Section 12UJ and I'M10

Sinlrsng oivvrl lr rhmugh all r y p r o l m l r and 81% L lo tx mearuwd tmm law water level m h r r dun ptrutla.u, ~nv i l r u o f sinking ) ~ 0 m p k B as per drawtng 2nd Tec l~# !~~ .# l S p r l R a r ~ o n Section 1200

(a) r x p m upo 3 m

(bl Depb 3 - 10 m

(c) Deplh 10 - 20 m

(d) Deprh 20 - 30 m

Sand tilllng m wll as pri drawmg and 'Iech~bu.81 Specilkation Sectton I200

C m r u ~nncnc1M-25) for Plain c o w n c 1 I<CIIIII)R.~~ c m m r for rubrvucrurc complrv ar prr drawilng and Tcchncal Sp~.citkpIIom Sect1ot6 1700 &. 221WI

Rrintbrced w e n 1 corr r rw ~n s u p r rllwlure r08nplc~r rr p r drawing and Technical Spc lRB~ ion r Srctr,w 1700 br23W

I (a) M2Sgnde for RC T Girder & Slab (b) M M gnde for Solad Slab

HYSD bar r r i n fo~cmcn t cotnplrlr as wr dra\b181. .~irl

Tshnca l Specifical~ans k l ~ o n lOMl

Pmviding weep holes 10 abunnmlr. sing walls .IIXI Scturn walls cs. complrlr as pcr draw~sg and T~rhn~t .c i Spc~t icarnnr Sectbn 2700.

Bimnnlnour wrarmg course 162 8nln uhtchl ca#nt,r>rins j l l t o l l i

asphall c o m n r in a single layer ober b tcu i l ~ \w i~ - I:~.I-ID~

cwrV 01 12 mm rhlck with a prune coal conil>lclr .A: 1r.r draumng atld Technical S p r ~ i i ~ a t ~ o ~ ~ r Sccu08, ?'lr 8

Supplying and t i i ~ n g co l r r r l r crash brrrmcr ()'I' 1" ~dec r;t~l, complete as prr drawing and Trchnbral S ~ ~ ! l r . i i ~ o n r Claue 809 and Snl ion 1700 includ~ng con oimwtcrson nlatcrml. f o m w o r l a d rrtnforccmre

Rrtnforced cement c o ~ r n r approach slabs i#rlodtn? coa

rr infonnnmrs complete as prr dns ing nild 'lrcl~~,ii.al Sp&ficatlanr Section 2700

C m r n l concrnr M I 5 grade Irvellzsg cauru, I%!IIU a(>pm;! slabs complete rr prr drawmg 2nd T r r l ~ # > ~ r l SI~LI:~L~~~~UIIL Sccllon 1700

P m v d a g a d fixing Elanolncrtc brnrnng ~<,i l iplc!r .A> I r , draw~np, and Trchncal Spcclliual~orls Scrlnm Z I * i

- Total

Roods & Highways

Project: 416 Laming of NH-5 from T u n i tu Aa;tk;np;$lli

Document: 99088\RH\Vol. VII\Chap.-3 Abstract of Quantities

Sheet: 8 of23 Date: November. LOW

Revision: RO

(a1 Supplying and tixnlg in posa8on 20 l l > # r l ~ r i r ~ ~ i o u l c l c ~

jolnl tiller m rxpanrlon joint conlplar. ra (KC dr.tniilr .&lid Technical Spr.llrallonr Secttoll ZCIIY)

(bl CO~SCNCIK)~ oiloinl wrh Aspllnll pluri.~#hr hi ,)Id dcr l.

wnh w w deck slab 13Wmm r 75mlnl r, !v d1.t6,11? ,~od .A. dlrrctrd by the E n g l m r

Ileal,. Yo.

Rwdr & Highways

k r n l f l i c m

1 5 38

5.39

5.43

1 ,nit

I P, 5 34

praldlng md l i i ing dralnrgc Spurn m~l~l,li.lc .i% wr draw~ng and Techncal Spsil icstola Clitucc 2705 Drain Plpr IW mm dia conwror for dl.atudoc qkrul, as l x r drawing md T-hnicrl Spsilkattons Cl; lus 17115 Pmvlding and panting of l i d gauge or? .;ubnn~~iurc 181 lul l he@, and MO mm w!dh as per @he dtrccilam. 111 :hi.

Enginrrr

Jomr I l l l t~ ig

(:haitrage of bridges 331 1~11) 332 l(>iI j: i ~ W A J ~ .;;-I 2221 335 341) i b l ) 343 X ~ O J 3.17 1 ~ 6 ) 353 050

I I

~r

Total

12 12 III 5 6 1 1 6

? (XI

21 7 77

I I

255

0

17

Project: 416 L a n i n g o f NH-5 f r o m 'l'uni t o Anakapa l l i

Document: 99088\RH\Vol . V11\Chap.-3

Abstract o f Quantities

Sheet: 9 o f 23 Date: November, 2000

Revision: RO

A b s t r a c t o f Q u a n t i t y for ROBS $ 2

Detailed Project Report D;PCmSW#\DFR Rqoni809(800.XLS

Item. No.

5.01

5.02

5.03

5.04

5.05

5.06

5.07

5.08

5.09

5.10

5.12

5.14

5.15

Roads & Highways

I)csrription

Earthwork in excavation o f ti~undation for structures complete as per drawing i111d I 'ecl i~~ical Speciticatio~ls Clausc 304

Backfilling behind abutment%i wing wallsireturn walls with selected imported granular ilii~terial o f approved quality complete as per drawing and Technical Speciticat~o~is Clauses 304 and 305

Providing Filter medium hehind abutment. wing wall and return wall complete as'per drawing and Technical Specifications Clauses 305 & 2504

Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all co~nplete as per drawing and Technical Specifications Section 1700

Cement concrete(M-30) tix I'lain concrete / Reinlbrced concrete in open foundat~on complete as per drawing and Technical Specification5 Section.; 1700 & 2 100.

Structural cement concrete tor platn concrete Ire~nforced concrete as per drawing and 'l'echntcal Speciticarion Section 1200, 1500 and 1700

(a) M 30 grade in well curh

(b) M 25 grade in top and h ~ t t o ~ n plug

(c) M 30 grade in well steining

(d) M 30 grade in well cap

Providing, fabricating and laying in position cutting edge o f mild steel for well foundation for bridges as per drawing and Technical Specification Section 1200 and 1900

Sinking o f wells through all types o f soils and rock to be measured from low water level (other than pneumatic method o f sinking ) complete as per drawing and Technical Specification Section 1200

(a) Depth upto 3 m

(b) Depth 3 - 10 m

(c) Depth 10 - 20 m

(d) Depth 20 - 30 m

Sand filling in well as per drawing and Technical Specification Section I200

Cement concrete(M-25) Ibr I'lain concrete 1 Reinforced concrete for substructure co~npletr as per drawing and Technical Specifications Sections 1700 &, 2200 Cement concrete using M-40 grade for prestressed concrete in super structure complete as per drawing and Technical Specifications Section 2300

Reinforced cement concrete railing complete as per drawing and Technical Speciticatio~is Section 2700 (including cost o t reinforcement)

HYSD bar reinforcement co~iiplete as per drawing and Technical ~pecitications Section 16W.

['nit

~UIII

C U I ~

cunl

cum

cunl

cull1

cum

Total

11412

712

798

207

1875

5412

1334

1326

326.112 k m

5706.04

355.96

399.20

103.29

840.00

-

2795.00

502.40

545.00

ROBS

344.859 km

5706.04

355.96

399.20

103.29

1035.00

2617.00

831.20

780.77

Project: 416 L a n i n g of NH-5 from Tuni to Anakapa l l i

I Document: 99088\RH\Vol. VI I \Cl iap. -3

I Abstract of Quantities

:Al)stract o f Q u a n t i t y f o r ROBS

Sheet: 10 of 23 Date: November, 2000

Revision: RO

Detailed Project Report o:vcaaurmom a ~ m w i w . x l s

Item. No.

5.21

5.22

5.26

5.30

5.31

5.32

5.33

5.34

5.37

5.38

5.39

Roads & Highways

1)cscl-iption

Providing weep holes in ahu t~~~e~ l ts , wing walls and return walls etc. cotnplete as per drawing and Technical Specifications Section 2700.

Bituminous wearing courw 162 111111 tllick) co~nprising 50 mm asphalt concrete il l a ,~nglr layrr over hiruminous mastic course o f I 2 mln rh~ch w1t11 a prllne coat co~npletr a\

per drawing and Technical Specifications Section 2700

Providing and supplying 111gI1 ~c~ ls i le steel wires1 strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Section 1800

Supplying and fixing concrete crash harrier type bridge rails complete as per drawing and Technical Specitications Clause 809 and Section 1700 i~ ic ludi~ lg cost of necessllry material. formwork and reinforcelnc~~~

Reinforced cement concrrtc approach slahs ~nclud~ng cost reinforcements complete a\ prr draw~ng and Technical Specitications Section 2700.

Cement concrete M 15 grade levelling course below approach slabs complete as prr drawing and Technical Specifications Section 1700.

Providing and fixing PO'I cum PTFE bearing co~nplrte as per drawing and Technical Specitications Section 2000

Joint -filling (a) Supplying and fixing in pl~sition 20 mrn thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600

(b) Construction o f Joint with Asphalt plugging o f old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer

(c) Strip seal type o f expansion joint cotnplete as per drawing and Technical Specitications Section 2600 including

acceptance testing as specified. to be installed under supervision o f sprcialia ~na~lufacturer.

Synthetic enamel painting o i Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineel-

Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.

Drain Pipe 100 rnm dia. connector for drainage spouts as per drawing and Technical Spec~l~cations Clause 2705.

, Total

262

1837

31

195

102

36

3150

122

2

35

I n i t

Lln

\(1111

M T

1.111

1.111

cull1

M1

Lm

Lnl

NI-

NI-

326. I12 krn

130.80

693.00

12.80

77.00

51.03

18.13

1200.00

48.60

1.00

13.60

ROBS

344.859 k m

130.80

1144.00

18.60

118.00

51.03

18.13

1950.00

72.90

1 .CQ

21.80

Project: 416 L a n i n g o f NH-5 f r o m 'l 'uni t o Anakapa l l i

Document: 99088\RH\Vol . VII \Cl ial) .-3

Abstract o f Quanti t ies

Abstract of Quantity for Hume Pipe C u l v e r t s

I

5.01 l ~ a n h w o r k in excavation o f ti>u~idation ti)r srrucrures

I I complete as per drawing and l 'eclit~~cal Specifications Clause 304 in

5.02 Backfilling behind abutment* ibi~ig wal lslrr tur~~ wall>/ I I below pipe with selected i~npc~~-rcd sranular material o f

I I approved quality co~nplele as per drawing and Technical Specifications Clau\rs 304 and 305 I

5.04

.

Plain cement concrete(Ml5) In foundation levelling course etc. including centering and shutrering all complete as per drawing and Technical Specifications Section 1700

5.10

;. 17.8 Plastering (20 mm) on expose surface as per drawing I and Technical Specification

Cement concrete(M15) for P lan concrete / Reinforced concrete for substructure co~ilpletc as per drawing and Technical Specifications Sectlolls 1700 &. 1200

i.17.A Brick masonry in cement mortel- I :3 ( 1 cement : 3 coarse sand ) in founderions1suhst1-ucru~r complete as per drawings and Technical Specifications Section 1300

5.16

Refilling o f trenches with approird material as per drawing and as per Technical Specifications Clause 304.

Providing, laying and jointing NP-4 (as per IS: 458- 1988) Hume pipes(1.250 m dia) l i)r culverts complete as per drawing and Techn~cal Specificatio~ls Section 2900 and IRC: SP: 13-1973.

5.22

Synthetic enamel painting o f Culvrrtl Br~dges No. an, Span Arrangement as per IRC:7- 1971 and as directed by Engineer

Bituminous wearing course (62 Inm thick) comprising 50 mm asphalt concrete in a single layer over bituminous mastic course o f 12 mln thick with a prime coat complete as per drawing and Technical Specifications Section 2700

Applying ordinary paints o t app r~~ \ . r d quality on surface o f parapet o f culverts a\ per drawing and Technical Specifications Section 800

Cull1

sqm

m

cull1

No.

Sheet: 11 o f 23

Date: November, 2000 Revision: RO

Detailed Project Report D:PC-170\W\DPU R ~ ~ M \ I O Q \ ~ . X I . S Roads & Highways

Project: 416 Laning of NH-5 f rom l'uni to Anakapalli

Document: 99088\RH\Vol. VII\Cllap.-3

Abstract o f Quantities

Sheet: 12 of 23 Date: November, 2000

Revision: RO

Item. No.

3.01

5.02

5.03

5.04

5.11

5.14.A

5.15

5.17.A

5.17.9

5.17.C

5.21

5.22

5.27

5.33

5.35

j.37

I 3.42

1 Detailed I ) : P c ~ r n m D m

.4bstract o f Q u a ~ ~ t i t i e s

D e s c ~ - i ~ ~ t i ~ ~ ~ i

Earthwork in excavation of foundar~on for .;truelures complete as per drawing and .l.ecllnical Spccifjcdtiolls Clause 304 in

Backfilling behind ahutmcncs. \r 111g \\.all, re[urn walls with selected imported granul;~l- 111;trrrial of approved complete as per drawing and I ' rcI~n~cal specifications Clauses 304 and 305

Providing Filter medium behind :ihutlnent, wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504

Plain cement concrete (M15) in ioutldation levelling course etc. including centering and \Iiurter~ng all complete as per drawing and Technical Spec~ticiti i~~is Sectio~l 1700

~einforced'cement concrete 1 1 25) i t1 super S~I-ucture complete'as per drawing and I.r.clln~cal Spec~tications Sections 1700 8~2300

For slab

For abut cap

Total

Brick parapet complete as per dl-;~wing and Technical Specifications HYSD bar reinforcement complere as per drawing and Technical Specifications Section 1600. Brick masonry in cement morter 1 :3 (I cement : 3 coarse sand ) in foundetions/suhstructure complete as per

drawings and Technical Specifications Section 1300 Plastering (20 mm) on expose sul-Pice as per drawing and Technical Specification Plastering (12 mm) on expose .;urf;~ce as per drawing and

Technical Specification

Providing weep holes in abucmenrz. wing walls and return

walls etc. complete as per drawing and Technical Specifications Section 2700. Bituminous wearing course (62 111111 [hick) co~nprising 50 mm asphalt concrete in a s~nglr layer over hiru~ninous mastic course of 12 mm thick \\.111i a pritne coat complere as per drawing and Technical Spccliications Secrlon 2700 Supplying and compactil~g local .%~tld conformtng lo IS:383

below foundation as per drawing :<lid dirrctiotl of Engineer. Providing and fixing Tar Paprr hrarillg cocnplete as per

drawing and Technical Specific;~tions Section 2000 Providing Marker post for huried culverts including synthetic enamel painting with rlecessary details as per IRC: 7-197 1 and direction of Engineer. Synthetic enamel painting or Cul\,rr[ No. as per IRC:7-1971

7111eer and as directed by Enb Applying ordinary paints of a p ~ r i ~ r ~ l qurllty (111 S U I _ ~ . ~ C ~ Of

parapet of culverts as per drau 1112 ;lid TCC~IIIC;II Specifications Section 800

Project Reporl R-IBOQIBOQXLS

f o r

(n i t

Cum

Cum

Curn

Vuln

Cu~n

Cum

Cu~n

Mt

cum

.;qm

hqm

Sqm

Cutn

S q ~ n

No.

NO.

No.

Slab Culverts

No.

86

86

86

Details of Calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

Roads &

Quantity

24,173.00

13.707.00

r ,013.00

1,823.00

2.121.00

219.00

2,340.00

132.00

187.00

17,182.00

9.628.00

9.820.00

1,687.00

7,982.00

926.00

100.00

100.00

100.00

Highways

.

Project: 416 Laning of NH-5 from l'uni to Anakapalli Document: 99088\RH\Vol. VII\Cllap.-3 Abstract of Quantities

ABSTRACT OF QUtZNTITlES ROAD .IUNCI'IONS

Sheet: 13 of 23 Date: November, 2000

Revision: RO

Detailed Project Report D : P C w P U Rqmn\MK)\BOQ.XLS

Item.

6.01

6.02

6.03

Roads & Highways

Description

Constructing kerb at separator platform1 paved part of medians and islands complete as per drawing andTechnical Specifications Clause 408 and 1700. (a) For Kerb

(b) For foundation

Construction of lined surface drains to the required lines and grades as per drawing and Technical Specifications Clause 309, including cost of rei~lforce~nent

Covered drain wirli I00 mm thick

RCC slab

Providing service ducts comprising 3 nos. 50mmdia G.1 pipes over concrete base

under existing and proposed carriageways including cutting of trenches through existing roadway and reinstatement of me

same as per design and Specifications of new construction (but excluding bituminous base and wearing courses) complete as per drawing and as per Technical Specifications Sections 500,

1000 and 1700

Unit

Lm

Lm

Lm

Lm

Estimated Quantity

2107

2,107

1,350

Project: 416 Laning of NH-5 ft-r,iii 'l'uni to Anakapalli Document: 99088\RH\Vol. VII\Chap.-3

i Abstract of Quantities

ABSTRACT OF QtlAN'rI1'IES DRAINAGE AND PRO'rECTIVE WORKS

Sheet: 14 of 23 Date: November, 2000

Revision: RO

Detailed Project Report D:PC07(1\mD$U Repon\BOQ\BOQ.II.S

Item.

7.01

(A)

(B)

(C)

(D)

(E)

(F)

(G)

(H)

7.02

7.03

Roads & Highways

Description

Retaining wall

Earthwork in excavation for foundation complete as per Technical Specifications Clause 304 in

Any type of Soil

Providing backfill behind retaining wall complete as per drawing and Technical Specification Clause 304

Providing, laying and co~npacting filter material behind retaining walls complete as per drawing and Technical Specifications Clauses 305 & 2504.

Providing cement concrete for foundation complete as per Technical Specifications Section 1700.

(a) M 10 grade

(b) M 15 grade

Providing reinforced cement concrete for structure complete as per drawing and Technical Specifications Section 1700

(a) M 15 grade

(b) M 25 grade

Providing steel reinforcement (HYSD bar) for foundation, structure complete as per drawing and Technical Specifications Section 1600.

Refilling of trenches with approved material as per drawing and as per Technical Specifications Clause 304.

Providing weep holes in retaining walls as per drawing and Technical Specifications Section 2700

Providing and laying stone pitching on embankment slopes complete as per drawing and Technical Specifications . Section 2500.

Providing and laying granular filter material underneath stone pitching on e~nbank~nent slopes complete as per drawing and Technical Specifications Section 2500.

Unit

cum

cum

cum

cum

cum

cum

T~~~~~

cum

No.

cum

cum

Estimated Quantity

148

45

210

33

208

467

Project: 416 Laning of NH-5 fro111 Tuni to Anakapalli Document: 99088\RH\Vol. VlI\Cl~ap.-3 Abstract of Quantities

Sheet: 15 of 23 Date: November, 2000

Revision: RO

Detailed Project Report D:lrC.oIV*glDIR Re,.m\sU)~Mo.XLS

Rods & High ways

Estimated Quantity

593,024

84,059

1,507

6

Unit

sqnl

cum

cum

Lm

Lm

Lm

Lm

Lrn

cum

NO.

N ~ ,

N~

N ~ ,

Item.

7.04

7.05

(A)

(B)

(C)

(D)

(E)

(F)

(G)

Description

Turfing side slopes of main road and service road with

grass sods. complere as per Technical Specit'icarions Clause 307

Storm Water Drainage

Earthwork in excavation colnplete as per Technical Specifications Clauses 304 in

(a) Ordinary soil Drain Type Dl

(b) Ordinary rock (not requiring blasting)

Providing, laying and jointing hume pipes between road gullies1 manholes1 outfall for storm sewer complete as per drawings and Technical Specifications Section 2900.

NP-2 Type

(a) Dia. 600 tnln

NP-3 Type

(b) Dia. 200 rnm

(c) Dia. 300 mm

NP-4 Type

(d) Dia. 600 mm

(e) Dia. 900 mm

Providing cement concrete including form work for pipe bedding1 encasing complete as per drawing and Technical Specifications Section 2900

Providing and constructing road gulleys complete as per drawing and Technical Specifications Sections 1300 and 1700

Providing and constructing manholes complete as per drawing and Technical Specifications Sections 1300.1700 & Clause1005.

Providing and constructing catchpit in median drain complete as per drawing and Technical Specifications Sections 1300,1700 & Clause1005.

Providing and constructing outfall structure including head wall and wingwall complete as per drawing and Technical Specifications Section 1700

Project: 416 Laning of NH-5 fl.on1 Tuni lo Analiapalli Document: 99088\RH\Vol. Vll\Chap.-3 4bstract of Quantities

Sheet: 16 of 23 Date: November, 2000

Revision: RO

Detailed Project Report D;R--Dm R c p a l \ R W W . X L S

Item.

(H)

(I)

( J )

(K)

7.06

7.07

Roads & Highways

Description

Providing and la!.ing stone pitching on slol)rs at outfall complete as pel- drawing and Technical Specifications Clause 2504

Providing and laying granular filter material underneath stone pitching complete as per drawing and Technical Specifications Clause 2504

Providing chute drains without cuttoff wall and dumped rubble at toes at high embankment as per Technical Specification or direction of site engineer

Cutoff wall of M 10 and dumped rubble at toe of chute drain as per specification and direction of site engineer

Construction of M-15 PCC in bed foundation below the 300 Dia. NP-3 pipe as per drawing and Technical Specifications Clause 309 and Section 1700.

Lined rectangular drain type D3 Covered drain with 100 Inm thick RCC slab (Including cost of reinforcement)

Unit

culn

Lm

No

cum

Lm

Estimated Quantity

2 1.466

10.733

6,947

646

1.958

25,110

20,410

Project: 416 Laning of NH-5 from ' l ' u l ~ i to Al~akapalli Docurnel~t: 99088\RH\Vol. Vll\(:l1;1l1.-3 Abstract of Quantities

Sheet: 17 of 23 Date: November, 2000

Revision: RO

,ABSTRACT OF QUANTITIES

MISCELLANEOUS ITEMS

Qetailed Project Report DPC.OIOIIPOU\DPR * 0 n n i H 0 0 1 W . Y L - S

Roads & High ways

Item

8.01

8.02

8.03

8.04

8.05

8.06

8.07

8.08

8.09

8.10

Unit

Lm Lm

Lm

Lm

No.

No

No

No

No

sqrn

No

m

~‘-lm

No

w"

Description

Providing and laying plain cement concrete kerb as per drawing and Technical Specification Clause 408 and Sec~ion 1700

(a) For kerb (b) For foundation ol' kerb

Providing plain cement concrete kerb and channel a l o n central verge, footpath. separators, busbays etc. as per Technical Specifications Clause 408 and Section 1700.

(a) For kerb and channel

(b) For foundation of kerb and channel Providing and fixing RCC guard post complete as per drawing and Technical Specifications section 1700. (including cost of reinforcement)

Providing and lixing RCC boundary posts colilplete as per drawing and Technical Specificatiotis Clause 806. (including cost of reinforccmnt)

Providing and fixing RCCIPCC hectometre. kilometre and 5 th kilometre stones complete as per Technical Specifications Clause 804 (indluding cost of reinforcement)

(a) Hectometre stone

(b) Kilometre Stone

(c) 5 th Stone

Constructing footpathlpaved separatorlpassenger platformlpaved part of medians and islands complete as per drawing and Technical Specifications Clause 409 and 407

Providing passenger shelters for Bus Bays as per drawing and Technical Specilications Section 1700.

Constructing of temporary diversion including Cross Drainage works where necessary and maintenance thereof including traffic control and sakty complete as per Technical Specifications Clause I 12.

Pavement marking with hot applied thermoplastic ~iiaterial complete as pel- drawing and Technical Specifications Clause 803

(a) IaneICentre IinelEdge marking1Transversc marking and any othel- marking

(b) Directional arows. Lettering etc.

Pavement marking /kerb painting with ordinary paints Grade I (IS: 164) complete as per Technical Specilications Clause 803

(a) IaneICentre IinelEdge marking1Transverse marking and any other lllarkinglkerb painting

Estimated Quantity

115,870

115,870

16,887

16,887

78 1

472

94

24

9.000

16

750

41.615

54

50,709

Project: 416 Laning of NH-5 fro111 ' I ' I I I I ~ to A~~akapalli Document: 99088\RH\Vol. Vll\('l1;1l1.-3

Sheet: 18 of 23 Date: November, 2000

Abstract of Quantities Revision: RO

Detailed Project Report D.ITdlOlWIIIDW. Srmn\BOQiMW.SLS

Roads & Highways

Estimated Quantity

8

13

12

18

18

55

34

43

4

874

18

36

5,316

165

30

Unit

No

No

No

No

No

No

No

No

No

No

No

No

No

Lm

No

sqm

month .

Item

8.11

8.12

8.13

8.14

8.15

8.16

Description .

Supplying and lisin$ sign boards complcte as per Technical Specifications Clause 801 and as dircctccl by Engineer, including the coht of ~~osts.fittin_r & fixing. Shecling will he retro reflecti\c type of high i n t e ~ l s ~ ~ r l ! gradc and messageslbordcrs will bc screen printed.

(a) Informator! signs, size

(i) Facilit! inlbmmtion 800 mm x 600 mlii

(ii) Directio~ilplace indentitication sign 1200 mm x 700 nnn

(iii) Advance direction1 Destination1 Reassun~ncei Place Identification sign

(a) 1800 lnln x 1200 mm

(b) 1500 rnm x 900 rnm

(iv) Route marker signs (450 mrn x 600 mm)

(v) Other informatory signs1 definition plate (2100 lnln x 1500 mm)

(b) Cautionar! signs. size triangular 900 Inn1 side

(c) Mandatory signs. size

(ii) Octagon 900 nnn height

(iii) Rectangular 600x600 mm side

Supplying and tixing overhead signs complete as per drawing and Technical Specifications Section 800 including cost of posts, truss erection, fitting and foundations. Sheeting will be retro reflective type of high intensity grade and messageslbordrrs will be screen-peinced.

Simply supported overhead sign structure.

Providing & fixing road delineators complete as per drawing and Technical Specifications Clause 805 as directed by Engineer

(a) Roadway Indicators

(b) Hazard Markel-s

(c) Object Markel-s

Providing and fixing Metal beam crash barrier completc as per drawing and Technical Specifications Clause 810.

(a) Metal Beam Crash barrier

(b) Terminal1Ancllo1-age

Providing site ollice for the Engineer including furnishing the same complete as per drawing and Technic:ll Specilications

Clauses 120 & 1 17

Maintaining site oltice for the Engineer and other supervisory staff complete as per drawing and Technical Spccitications

Clause 120.

Project: 416 Laning of NH-5 fro111 ' I ' I I I I ~ to .At~i~kal~illli Document: 99088\RH\Vol. Vll\('l1;1l1.-3 Abstract of Quantities

Sheet: 19 of 23 Date: Kovember. 2000

Rexision: RO

1 Item 1 Description

8.17(A)

8.17(B)

Providing site h;~cllelor residential acco~nmodatio~l(pucst house) and servant quarlcl- li)r Engineer and other hupervisor); stal'l complete as per drawing and Tccllnical Spccilications Clauses 122 & 127.

8.18

sqm

Providing site ~narried residential accommodation lor Engi~lecr and other super\,iso~-y stafl' complete as per drawing and Technical Specilications Clauses 121 & 127.

Providing and installing wireless/rnobile system complete as per Technical Specitications Clause 123.

Maintaining wireless/mobile system as per Technical Specifications Clause 123

Providing & Maintainin? vehicles tbr the Engineer including driver, POL etc. 21s per Techn~cal Specitications Clause 124

sqn1

Maintaining site residential accom~nodation l i ~ r Engineer and other supervisor> stal'l' complete as per Technical Specifications Clause122

system

month

8.22

month

8.24

8.25

8.26

(a) Passenger cars

(b) Hard Top Jeep

Supply of colour record photographs negative and two colour prints therefrom mounted in album as per Technical Specitications Clause 125

8.27

8.28

8.29

8.30

Estimated Quantity

Veh.day

Veh-day

No.

Supply of colour video cassette records during construction as per Technical Specitications Clause 126

Providing project implementation unit including laboratory building as per drawing and technical speciticatio~l 122 & 127

Maintenance of project implementation unit as per drawing and technical specification 122

8.31

Detailed Project Report I) PCd?Ol-DP~ llqun~B001WlV \I 5

Sets

sqm

month

Erection and installation of reinforced earth structure consisting of precast hcia and soil reinforcement as per drawing and Technical Specitication Clause 703

Earthwork including excavation. back tillinf. gradin? and compaction of selected back till soil behind reinforce earth structure as per Tccl~nical Specificarion Clauses 703 & 305.

RCC Crash barrier monolithic with friction slab M-30 as per approved Drawing and Technical Specifications Clause 809 & including cost ol' necessary material. li)rrn~vork and reinforcement.

Provision of knsinp!guard rail on median, pootpatl~ co~nplere as per drawing and Technical Specilicalion

Roads & High ways

Sqm

Cum

Lrn

Lm

Provision of elecrrical post ineluding errection at toll plaza as per drawing and Technical Specification

No

Project: 416 Laning of NH-5 fro111 T ' I I I I ~ 1 0 :i~~;~ki~lralli Document: 99088\RH\Vol. VlI\('l1;1l).-3 Abstract of Quantities

1

Sheet: 20 of 23 Date: November. 2000

Revision: RO

Detailed Project Report D P C 9 n \ ~ I O P ( I ll.w\BWiw \L\

Roads & Highways

Item

8.32

8.33

(A)

(B)

(C)

(D)

(E)

Unit

111

sqm

sqm

sqm

No.

No.

Description

Supplying and la!.ing o l I I nos. approved pcrmancntly lubricated HDPI! 'Sclccon~ Ducts o f 40133 null sire including fixing of acccssorics like couplers. end ~)lugs. simple plugs. manholes. d u c ~ s c ~ c . co~npletc for future cahlc installalion as per drawing and Additio~~al Technical Specification Clausc .A-8

Toll Plaza and w;~y side Amenities

Providing Toll Booth buildings complete as per dl-awing and Technical Specilications Clause 127 and drawing including arrangement 01- electric supply. all electrical itcms like tans. lights, sockel rcccptaclcs. and complete wiring wit11 requisite earthing. pro\.iding lire alarm and gighting system likc smoke detector. electric Iiootcr multizone control & repeater panel with battery backup. cabling and C 0 2 hand extinguisher.

Providing Toll Pli~za administrative building complete as per drawing and Technical Specifications Clausc 127 including arrangement for electric supply, all electrical items like fans. lights, socket. receptacles. circuit wiring and requisite earthing. providing tire alarm and gihting system like amoke detector. electric hooter ~nultizone contrl and repeater panel witjli battery back up. cabling and CO2 hand extinguisher. providing wate supply including all pipes, fittings, tanks. tunewells. pumps, valves etc. complele. septic tank, sewer lines, drains, compound wall, fencing etc.

Providing Electrical room complete as per drawing and Technical Specifications Clause 127 including arrangement Ibr electric supply, all electrical items like lights. exhaust fans. socket, receptacles and co~nplete wiring, with necessary earth stations including supply and installation of new Generator capable tomeet the requirement of Toll Plaza complex and have 20% spare capacity.

Providing and installing power genrator 10 KV and power bankup 10 KV UPS at Toll Plaza complete as per drawing and Technical Specilic;~tions shown on drawing including all electrical items.

Providing and ins~alling Toll Plaza equipment including electrically operatctl bal-rier gates comple~c as per drawing and Technical Specilications shown on drawills u'illi control wiring for 3.00 m wide 1011 lane

Estimated Quantity

58.950

68

116

25

2

1

Project: 416 Laning of NH-5 f ron~ .l'uni to Analtapalli Document: 99088\RH\Vol. VIl\('liap.-3 Abstract of Quantities

Sheet: 21 of 23 Date: November. 2000

Revision: RO

ABSTRACT O F QU,\STITIES

MAINTENANCE, REPAIR AND REIII~BILITATION

Detailed Project Report D : I . C . C ~ \ ~ \ D P R R~.~\BOOIHOO.Y I.C

R o d s & Highways

Item.

9.01

9.02

Description

Carrying out rouri~le ~iiaintenance of HigI~\\,a! as per Technical Specifications Clausr 3002 and as per directio~ls of the Engineer, (excluding bituminous \irork)

Carrying out treatment and repairs to pot holes and an!. necessary patching to existing bituminous carriageway surfacing as per Technical Specifications Clausr 300& and as per (lie directions of me Engineer

~rov-iding renewal coal \vith mix seal surfacing including cleaning of existing bituminous surface as per Technical Specifications Clause 512 & Section 3000 to the areas of the existing carriageway as per the directions of En&' 711ieer.

(a) 20 mm compacted thickness (b) 40 mm co~npactetl thickness Providing tack coats complete as per Technical Specifications Clause 503 to the areas of [lie existing carriageway as per the directions of Engineer.

Repairing of existing R.C deck slab/ girder by chipping or peeling off loose concrete. cleaning reinforcement, treating the exposed surface with epoxy paint and filling the affecred area wit11 non-shrink concrete mix not lesser man 1: 1.5:3 by using 12mm down coarse aggregate including t11 coat of epoxy paint, non-shrink admixture, formwork, centring. curing etc., including cost of all labours, materials equipment and staging I I complete as per Technical Specifications Section 2800. (including cost of reinforcement)

Taking out the existing drainage spout of Bridges and providing, fixing nev drainage spouts and down pipe including cost of all labour, material equipment staging all complete as per MOST standard drawing and Technical Specifications Clause 2705

Peeling off of damaged plastered area from exisring structure, raking out joints and rouglie~ling of old surface to receivc new plaster. using polymer modified nor-car of 151nm thickness as per manufacturers Specifications includins cost o f all materials. labours. equipment's, staging, all co~npletc as per 7'echnical Specification Clause 13 12.

Reinforced cement co~lcrete grade M-25 for estcnsion of deck slab on spans including necessary chipping of esisling concrete including 'supply and fixing rcinforcement co~nplete as per (11-awing and Technical Specificatio~i Sections . 2300 and 2800.

I I 9.03

9.04

9.05

9.06

9.07

9.08

Unit

Km- non nth

Sqm

sqm sqm

Sqm

sqm

No.

sqln

cum

Estimated Quantity

1.758

8.253

39,202

54,470

101,925

312

55

235

Project: 416 Laning of NH-5 fro111 'l'uni to Anakapalli Document: 99088\RH\Vol. VII\Chap.-3

I Abstract of Quantities

Sheet: 22 of 23 Date: November, 2000

Revision: RO

Detailed Project Report o:rcnnmulr\om n - \ m w . x s Roads & Highways

Estimated Quantity

246

42

Nil

343

65

38

Unit

sqm

Lm

Lm

Sqm

Lm Lm

Item.

9.09

9.10

9.11

9.12

9.13

9.14

Description

Repair of stone masonry work by pointing with cement mortar (1:3) as per Technical Specifications Section 1400 and direction of Engineer.

Providing reinforced cement concrete railings including dismantling of damaged railing, complete as per drawing and Technical Specification Sections 2700 .and 2800 (including cost of reinforcement)

Providing asphaltic plug (300 mm x 75 mm) on lop of joints between old & new concrete as directed by Engineer

Removal of existing cement concrete wearing coat manually or with me help of Jack Hammers including disposal complete as per Technical Specificatio~~ Clause 2809 without causing any detrimental effect or any part of the Bridge Structures.

Cleaning of expansion gaps and providing filler type expansion joint including supply of all materials, labours complete as per Technical Specification Section 2600.

(a) 20 mm thick (b) 12 mm thick

Plane Cement Concrete M-20 for extension of masonry1 PCC Abutment1 Pier, foundation including cleaning of dismantled face of existing structure and applying a coat of cement slurry casting fresh concrete against the old concrete face including all cost of allmaterials, formwork, centring staging curing all complete as per Technical Specifications Sections 2100 & 2200.

Project: 416 Laning of NH-5 from Tuni to Anakapalli Document: 99088\RH\Vol. VII\Chap.-3 Abstract of Quantities

Sheet: 23 of 23 Date: November, 2000

Revision: RO

ABSTRACT OF QI: \NTITII<S I'ROVISIONAL ITEMS

I Detailed Project Report i I ) ; F C I r n ~ " , R v.rpa\Mm\BOO.XLC

Roads & Highways

Estimated Quantity

2,122 7,101 1,953 2.484

1

360

45,998

63 1

360

52

80

37

2

117

318

161

Item.

10

10

10

10.1

10.1

10.1

10.1

10.1

10.1

10.1

10.1

####

####

Description

Cutting of trees including cutting of trunks, branches and removal of stumps including stacking of serviceable material within a lead of 1000 metres and earthfilling in the depressionlpit and per Technical Specificatiolls Clause 201.

(a) Girth above 300mm to 600mm (b) Gum above 600m1n to 900mm (c) Girth above 900mm to 18001nm (d) Girth above 1800mm

Providing and installing Telephone connection with STD facility

Boring for soil investigation including conducting necessary tests and preparation of report. as per direction of the Engineer and Technical Specifications Section 2400

Co ordination of Shifting of OFC Utilities as per Technical Specifications and as per direction of die Engineer.

Co ordination of Shifting o f Electric poles Utilities as per Technical Specifications and as per direction of die Engineer.

Co ordination of Shifting of Telephone poles Utilities as per Technical Specifications and as per direction of die Engineer.

Co ordination of Shifting of Transformer as per Technical Specifications and as per direction of die Engineer.

Co ordination of Shifting of concrete-well as per Technical Specifications and as per direction of die En~ineer.

Co ordination of Shifting of Irrigation-well Utilities as per Technical Specifications and as per direction of die Engineer.

Construction of building (plinth area 9 sq m.) and installation of weigh bridge including arrangement for electric supply, all electrical items like lights, exhaust fans, sockets, receptacles and co~nplete wiring with necessary earthing etc. complete as directed by Engineer.

Traffic Aid Post and Police Post building with complete fixtures including electric/sewer/water supply

Maintenance of traffic aid post and police post as per technical specification clause

Construction of way side amenities like toilet including septic tank and other facilities building complete as per drawing and ~echnical Specification clause

127.

Unit

No. No. No. No. No.

Lm

m

No

No

No

No

No

No.

Sqm

sqm

NO

Chapter 4

Details of Abstract of Quantities

Chapter - 4

DETAILS OF ABSTRACT OF QUANTITIES SITE CLEARANCE

Slleel: 1 of Xtl 1)ste: Navetrtl~er, 20(Hl

Revision: KO

Ilmi

1.02

1)escription

l)~\mantling structures and pavement upto I 5 m above ground and 1Sm heiow ground levcl including dlspo\al of resulr~ng marcrial andlar salvaging useful matcrlal\ complete a\ per Techn~cai Specifiut~on Clau\e 202.

a) BrlckIStone Masonry 5Irucrurt.s In hr~dge and ~ulvert

Drduct~on of arched portion

Deduction of rectangular ponlon between piers

D~smantl~ng of hullding

b) ConcretIRe~nforced concretelPrestressed concrete structures including cleaning. straightening & cutting of bars and separating them out from RCCIPSC

C) Pavement courses

d) Stone1 Brick Pitching

r) Pipes, Hume Pipes. guard rails, edging kerbs, sutlers and fencing

Lenfih Unil

.

cum

cum

cum

cum

cum

cum

cum

Lm

I%reatlth No

I

21

21

1

2

104.00 7.50 4 80

=2/3x4x1.5

=1x3x7.5

Total

104.00 7.50 0.30

104.00

3744.00

-630.00

-18W)OO

265 1489.00

234.00

208.00

tleighl lislimatecl ()uantity

I'rl,jecl: 416 I.aning 111 NII-5 from Tuni to A~takapalli I) t~a~nett l : 'r)(lRR\RII\Vol. VII\Chah.-4 I)elailr e l Al~slmct e l Qas~~lities

Sheet: 3 of 80 Dalc: Novemlier. 2lIW

Revisi,,s: RO

DETAILS OF ABSTRACT OF QUANTITIES

roadway including all leads and lifts (original grliund level shall fie taken after clear~ng and grubing xcepr rrxk) as per Technlcal Spec~fication Clause 301

BILI, NO. 2 : EARTHWORKS

I I (a) All types of so11 1"1 I As per \oftde\k output

Construction of embankment with approved materials from borrowpits complete as per Techn~cdl Specification Clause 305 with all leads and lifts.

Total fill for embankment for main road Add 1 % for improvement of junction and other

Add for Toll Plaza

Add for Bus bays

Add for Truck Lay byes Type I

lieight

cum cum

cum

cum

cum

cum

Item.

Quantity of excavated soil fjom shoulder = 296000

Balance excavated soil other than shoulder = 960373 - 296000 = 664373

75% of excavated soil from shoulder

Unil Description

2.01

145% of excavated soil other than shoulder I

Roadway excavation necessary for construction of

Utilisation in embankment construction eanh obtained from excavation

Breadth No

I material complete as per drawing and Technical cum

Smificat~ons Clause 407 with all leads and lifts. I

Lenglh

2.03

2.04

Construction of subgrade with approved materials from borrowpits complete as per Technical Specification Clause 305 & 403 with all leads and lifts

Construction of granular shoulder with approved

2.05

Area = 27363-600 x 22 1

Area = 880 1

Area = 3175 I

Area = 3975 1

2.06

I

(a)

:0.75*2%000

:0.4S8664373

(b)

Total (a-b)

Co~isrrucr~on of embankment. subgrade with materials obtained from roadway & drainage excavation. complete as per Technical Specificalion Clause 305

Tordl tilaterial util~sed from excavation Deduct quantity required for median filling

Scarify~ng 150 mm. watering and conlpaction of origlnal ground w~th maximum of six passes of 8-

IOto~l roller as per Technlcal Specification Clause 305

As oer Ealculation Sheet

cuni

Total

1Sslimaled Quantity T-

Itcm. llreadth

88577 51288 103202 5 1204 89626 23379

264821 28504 90332 123954 3040 1

89183 42100

1076721 107.7

100940 1711

1681 104331

43940.5

2525

Ileighl

2.07

2.08

2.09

2.1

I>acription I<sti~iialed Quantity

No Unit Length

left of maln r~ght ol maln hypa\\

road road

40077 48500 10984 40304 8776 36438 57848

31002 20202 48364 31784 9478 3707 19672

26482 1

7008 21586 55253 35079 17499 3525 1 71204 552 1 24880

30078 59105 8872 33228

Total

42771 x 0.59 x (5-2 h 0.5) 1933 x 0.59 x (2.5 - 2 r 0.5)

14246 x 0.59 x (1.2 - 2 r 0.5)

Total

= O 10*(960373-520968)

374 6.75

--

chalnagc in km

3(N to 306 306 to 310 310 to 314 314 lo 318 318 to 323 323 to 326 326 to 333 333 to 335 335 to 342 342 to 346 346 to 350 350 to 355

355 lo 358.95

Loosening and recompacting subgrade in all kinds of soil complete as per Technical Specification Clause 305

Filling of medianlisland with soil complete as per

Technical Specification Clause 407 (a) Ordinary Soil

Transponarions and disposal of surplus material beyond initial lead of MOO m upto additional lead of 5000 m to 1OOOO m complete as per Technicla Spccif~cat~on Clause 201 and 301

(20%; of [he unutilised marerial from excavation)

Scarify~ng existing road surface including bituminous surface and compacting complete as per Technical Specif~cation Clause 501.

sqm v" sqm

sqm sqm

sqm sq m sqm sqm sqm sqm sqm sqm

sq m hect

sqm

cum cum cum

cum

sq.m

D E T A I L S OF ABSTRACT OF QUANTIT IES

Sheet: 5 01' XI1 l>alc: N~,vctnl>er, ZIIOII

Revisic,r~: HO

DETA1I.S O F ABSTRACT O F QUANTITIES

811.1, NO. 4 : BITIJMINOUSICEMENT CONCRETE COIJRSKS A : RlTUMlNUS COURSE

Sllcel: 6 of XO 1);lle: Noven~ber, 2000

Revision: RO

Description I Unit

4.01 1,rovldlng hitumlni~us P r ~ ~ n c r Coat over granular

\urface @ 7.0 kg per 10 sqm of surface area complete as per Technical Spcc~f~catlon Clause 502

Main road carriageway Scrv~ce road Llltrrsection

Median Opening

4 02 Prov~dlng b~tumlnous Tack Coat Q 2 5 to 3 0 kg per 10 sqm of surface area complete as per Techn~cal Spec~flcat~on Clause 503

(a) On granular surface treated with prlmer (b) On top of DBM and to put on DBM on maln road carrlageway

Serv~ce road lntersectlon

Median Opening I 4.03 Prov~ding and laying Dense Bituminous Macadam

course (DBM) complete as per Technical Specification Clause 507

Main road carriageway Service road Intersection

1 04 l~rovidin: and layin: Profilc Corrective Course with1 DBM as per Tecllnlcal Speclf~cation Clauses 501 and

1507.

4.05 Providing and laying Birum~nious Concrete (BC) wcarlng course complete as per drawing and l'ecl~nical Speclficatlon Clau\c 512.

Main road carriage\vay Serb ice ~roild

I~itersec~~on

sqm sqln sqm

sqm

w"

sqm sqm

sqm w' sqm

cuni cum cum

cum cum cum

cum

CUl l l

CUl l l

cum

cull1 cull1 cull1

As per Calculation Sheet 950 5.5

Area = 43.001

20 I .2 20 2.5 20 5.0

Total

As per Calculation Sheet

20 1.2 20 2.5 20 5.0

Total

As per Calculation Sheet 950 5.5 0.10

Area= 54.617 0.19

20 1.2 0.19 20 2.5 0.19 20 5.0 0.19

Total

As per Calculation Sheet

62.249 8.5 0.05 950 5.5 0.05

Area = 54.617 0.05

1%. CIIMENT CONCRETE COURSES

Item

4.06

4.07

Description

I'rov~d~ng and laying MI0 dry lean cement concrete complete as per drawlng and Tecl~n~cal Specifications Clause 601

Ma~n Carr~ageway Toll Plaza Truck lay hyes l 'ypr - I

Type - 2

Bus hays Inrcrsecr~ons

Median Opening

Providing M40 cemnt concrere pavemnr (Rigid) complete as per drawing Technical Specifications Clause 602

Main Carr~ageway Toll Plaza Truck lay byes Type - I

Type - 2 Bus hays Intersecrions

Median Open~ng

Unit

cum

cum cum cum

cum cum cum cum cum

No

1

2 6 8

I

5

2 6 8

1

5

Innglh Breadth

45.800 8.8 0.15 Area= 6.841 0 15

Area= 3.175 0.15

Area= 3,975 0.15

Area= 880 0 15

Area= 73,646 0.15

20 1.2 0.15

20 5.0 0.15 Total

45.800 8.5 0.32 Area= 6,841 0.32 Area= 3.175 0.32

Area= 3.975 0.32 Area= 880 0.32 Area= 73.464 0.32

20 1 2 0.32

20 5 0.32 Total

60.456 1.026 953

3.578 1.056

1 1.047

4

75 78,194

124,576 2,189 2,032 7.632 2.253 23,508

8

160 162,358

Height Estirnatcd Quantity

Det:~ils ol' Abstract of Qua~~ti t ies of Bridges

Description . ..

5 01 E;~rtbwt~rk in excavatir~n of l'c~unilation for zlructures compleie as per drawing and Technical Spccilications Clause 304

5.02 Backfilling behind ahutinentsl wing walls/return walls with selectetl imported granular material r~l'approved quality co~nplere as pcr drawring and Technical Specifications Clauses 304 and 305

5.03 Providing Filter ~nediuin hehintl abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504

5.04 Plain cement concrete M-15 in foundation levelling course rtc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700

5.05 Cement concrete(M-25) for Plain concrete 1

Reinforced concrete in open foundation complete as per drawing and Technical Specificatiom Sections 1700 & 2100.

5 0 6 Structural cement concrete for plain concrete /reinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700

l(a) M 30 grddr in well curh I I(h) M 25 pade in rop and huttom plug I (c) M 30 grade in well sreiniig I

I(d) M 30 grade in \veil cap I 5.07 Providing. fahricaring and laying in position

cutting edge of mild steel for well foundation for hridges as per dm\ving and Technical Specification Section 1200 and 1900

5.08 Sinking of \ve11s through all types ilf soils and rock w hc mmsural ifroiu low water level (other rhan pneumallc method of sinktng ) complete as per dra\ring ;lnd Trcliniwl Spec~ficarion Section 1200

(a) Depth upto -3 111

(h) Depth 3 - 10 ni

(L.) Lkptl1 10 - 20 111

(LI ) Depth 20 - -30 I I I

5.00 S:iiid lilli~>g ii i \!ell :IS p e r tlru\vi~ig ~ I I I J Tecllnlcal Spec~l'icatidn Section 1200

- Unit

cum

cum

cum

cum

cum

No.

Details of Abstract of Quat~tilies of Bridges

Ilelll. Description

No. 5.10 Cement ci1ncrale(M-25) tor Plain concrete 1

Reinli,rccd concrete I(lr substructure complete aa pcr drawing and Technical Specifications Sections 1700 &. 2200

5.1 1 Reinfc~rced canent concrete in super structure co~nplete as per drawing and Technical Specifications Sections 1700

5.14 Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinforcement)

5.15 HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.

5.21 Providing weep holes in ahuunents. wing walls and return walls etc. conlplete as per drawing and Technical Specifications Section

5.32 Bituminous araring course (62 mm thick) comprising 50 nun asphalt concrete in a single layer over bitulninous liiastic course of 11 rnm thick with a prime coat co~ilplete as per drawing ~utd Technical Spcilications Sectruri 1700

5.30 Supplying and lix~ng concrete crash harrier type hridge rails cornpiere as per drawing and Technical Specilications Clause 809 and Section 1700 including cost of necessary material. fi,mi\vork ~uid reinlbrcement

5 -3 1 Reiniorccd cement cc~ncrete apprn:~cl~ slahs 1 1 l 1 i s t ~ r i ~ i r c e ~ ~ e ~ i t s cum~lete as

per ~ l ~ - a \ \ ing anti Technical Sliecil'ic;~tions Sccrik,~i 1700

cum

cum

Llll

Lm

I>etails of Ahstract of Qwtltities of Bridges

Cl~ainage :Kms 300.150

Item. No.

Description

t)cl~,w clppn~ach hlat~h co~npleue as per clraw~ng and Tecl~nical Spccilicauions Section 1700.

5.33 Providing and fixtng Elastomeric hearing cl~mplete as per drawing and Technical Specil'ications Section 2000

5 34lloint filling

(a) Supplying and fixing in position 20 rnm [hick prernoulded joint filler in expansion juint complete as per drawing and Technical Specifications Section 2600

(h) Constmction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed hy the Engineer

(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to he inslalled under supervision of Lm

specialist manufacmrer.

5 37 Synthetic enamel painting of Bridges No. and Span ArrangeInmt as per IRC:7-I971 and as <lirected hy Engineer

5 36 Providing and lixing drainage Spouts cotnpleue as per drawing and Technical Specifications Clause 1705.

5.39 Dratn Pipe 100 mm dia. connector Ibr driii~iuge spout:: as pcr drawing and Technical Specifications Clause 2705

5.43 Provitling and painting ot' tlmd gauge on zuhsuucture in lull heighr and 500 lntll width as per the ilirections ill the Engineer

1'1.~1jrc.l: Jlb I . I I I ~ ~ I I ~ OI NII-5 R,IIII 'I'LIIII 10 A1t8skul~rdli l l ~ ~ ~ ~ r ~ ~ ~ ~ 1 t 1 : I):~')I)OXX\I<iI VOI. VII \ I ' I I~O~~-I llcluil\ 01' :tl~.trtad ~ ~ l ' ~ ~ ~ ~ s ~ ~ l i l i e ~

5 i l l l~,;~rtl~w,ork if1 cxc;tv>ttio~~ of fi>u11&1ti1111 l'or

htruclurcr u~t l~ple tc its pcr drawi~lg and 'l'uclll~ical LUIII

Spccilic;~tin~~s f:lausc 304

5.03 I i i~~k l i l l i ~~p hcl~irld ~thuur~er~L~/ wing wallslrctur~~ walls wit11 sclccld i l~~p r> r Id grallulitr rn;~lcriill of

approved qui~lity c1,rllpldc as pcr drawing I I I I ~ cull1

'Icclinical Spccilic;itior~s (:lsuscs 304 and 305

5 03 I'rovidi~~g I:ilrr rr lcdiu~~~ hellilld ;~butrr~r~lt. wing wisll a ~ ~ d rcturrl wnll c o ~ ~ ~ p l c l c as per drnwillg 811d

'lccllnic;,l Spccificatio~ls Clauses 305 Xr 2504 EUlll

5.04 I'lair~ celrlel~r wncretc 1 - 1 5 i r ~ loundatior~ Ie~ellirig coursc ctc. irlcludirlg cer~tcririg and stluttering all cornplete as per drawir~g alld 'l'ecllnical Speciticatio~~s Sectioll 1700

5 05 (:crllent concrete(Lf-25) for Plain concrele I I<eiritixced concrete in open foundation cor~lplete

as per drawing and Technical Specificatiolls Secdo~ls 1703 B 1 1 0 0 .

5.i% Struclural cer~ierlt concrete for plain corrrete Irei~~forced concrete as per drawing and Tecl~nical Spcciticatio~l Sec t io~~ 1200. 1 5 0 0 and 1700

(a) Lt 30 grade irl well curb

I(b) M 25 grade 111 top and bottom plug

I t c ) \ I 30 grade in a.ell slril~i~ig

Itdl \t 30 gradu Ir l well cap

5.07 Providinig!. fabricati~ig slid lilyillg ill posilioll cuttilig edge of mild steel Ibr well tbundation for bridges as per draairy and Tecllllical Specil ici~ti~l~ Sectio~i 1300 a l~d IYOO

5 O X Sillking of \\.ells tl~rougll ill1 types of soils ilnd rcxk to he l~~easurcd fro111 low water Icvel (otl~er

tl1a11 ~ I I C U I I I ~ I I ~ C 111etl10d oi sillkillg ) C O I I I P ~ C ~ ~ 11s per dm\\ 111s itlid TCCIIII~CIII Specitici~ti~ll Sectiori

I'rojrrl: 416 I . 8 t n i n ~ #(r 611-5 fr(~tr1 '1'1111i 10 A1wsknl~8~lli I)~nc.u8ttr11l: I): '~'IIIXX\I~II'VI~I. Vll\('lt~~lr-I l ) c I ~ ~ i l ~ 01' \Intrucl gt f Q116~1tlili~s

5 I I I<c~rtf<,rced cc~r~crlt ~l,llcrele il l supcr slructurc

i~lluplctc as per dr;twillg iirld 'I.cch~~icitl Specilicalio~~s Sc l lo l~r 17(X) 82300

lit) .\125grade for KC' 'I' Girder & Slab

(h) M30 grddc fix Solid Slab

5 14 Kcir~tbrced cenlrnt col~crete railing complele as per drawily and Tectlnical Spccificalio~ls Sctiorl ?7(Kl (includir~p cost of reinforcelnellt)

j 15 HYSD bar reinforcenlrrlt co~l~plete as per drawin and Trcllrlical Specifications Section 1600.

5 71 I'rovidirlg weep holes in abut~~~ents . u,ing walls and reNrll walls e c colllplete as per drawing an1

'Trcl~rlical Specifications Section 27(X).

5 . 2 2 Uitu~ninous uearir~p course (63 111111 thick) cu~l~prisi l~g 50 lllnl aspllalt concrete in a single

layer over bi lu~~~inous l~lastic course of 12 rllrlt

thick wit11 a prill~r coat corllplrrr as per drawing aiid Tecllnical Sp~~ i f i c a t i o~ r s Scliotl 3700

5 311 Supplyi~~g and f ix i~~p cukicrctc eras11 barrier type hr~dgc rails co~llplelc ils per dm\\ iilg and Trcli~~icill Specificatiolls Chusr XW i111d Section 17(X) ilsludinz cost of necessary n~lnlerial.

Il,r~l~work i111d reir lf~>rcr~~lfl~t

5 3 1 Ucilltbrced crlllclkt collcrcrc i~ppruacll slabs l~lcludi~lf cost rci~llorce~~le~lls co~llplele as per driinlr~g ilnd Tc~.ll~licill Sp~~ilicilll~llls Sectill11 2 7 0 )

5 -32 ( ' ~ I I ~ I I I cullcrctc \I IS grade Ic\-ellil~g course hcl,lu i~pproncl~ slabs colllple~c i ~ s per drawi~lp

ibllil ~l'rcllllical Spcciticiltiolld Seclillll I7(Xl.

118, Supplylllg ;tlld lixllly 111 p ~ i t i o l l 20 111111 lllick p r c ~ ~ ~ ~ ~ u l d c d j i ~ i ~ ~ t lillcr i l l e x p a ~ ~ s i o ~ ~ ioil~t c n ~ ~ ~ p l c l r 1,s pcr drawing and 'l'ccl~r~ical Specilicatirl~~s Scc l io~~ 2h(X)

(h) f:orlsrructklrl o l Jc~ir~t wit11 Asphall plugfillg 111

old dwk with IICW dwk slab ( ~ ( X I I I I I I I x 75111111) as per drawirlg arid as dircctd hy the E~lgilleer

Q U I I I I ~ I ~ ?

(e) Strip seal type 01'~-xpallsiorl joillt u)rllplac as per drawirlg and Techoial Specitiations Section 26fXJ includirlg acceptance testing as specified. to be illstalled urldcr supervisio~~ of sprcialist rl~a~iufacturrr.

Ilern. Uo.

5 34

(:,tlc~~lt~ti<,n IIetrtrl\ or (;nil I l c~c r i [~ l i #~n

. I < > i r i l lilli~ig

5.37

No. I 1 1.

Synll~etic enamel pa i~~t i r~g of Bridges No, arid Span Arrangement as per IRC:7-1971 and as directed by Engineer

5 3R

5.39

5.43

I!

Pruvidi~y arld fixing drainage Spouts complete as per drawing and Tecllnical Specificalio~ls Clause 7705

Drain Pipe 100 nun dia. conrleclor for drainage

spouts as per drawing and Tecl~llical Spcciticatiolls Clausr 2705.

Providi~lg and painti~y of food gauge 011

suhrrruclure ill full llrigllt and 500 nllll width as

per tllc direcliolls of lllr Engi~vrr

I'o.<~Jrrt: Jlb I . I I I I ~ I I E ~f h11-5 lr~na -1-11111 111 A ~ ~ , ~ k n l ~ u l l i I)~~rt~~tantt: I):\YYIlXX\KII\\'~~l. VlI\(:l~ul~-l I ) r t ~ ~ i l ~ el'Al~r11~~srl el' Qllttlltlllrb

Item. No. I Description

structures complete as per druwing and Technical Specilicat~onh Clause 304 I

5.02 Backtilling hehlnd ahutmentsl wing w~allslreturn walls with selected imported granular material ot approved quality co~nplete as per drawing and Technical Specifications Clauses 304 and 305

5 0 3 I~nlviding Filter medium hehind abutment. I u,ing wall and return wall cr~~nplete as per drawing and Technical Specifications Clauses 305 & 2504

5.04

5.05

l(a) M 30 grade in well curb I

Plain cement concrete M-15 in foundation levelling course etc. including centering wd shuttering all complete w per drawing and Technical Specifications Section 1700

Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.

5.06

I(h) M 25 grade in top and bottom plug I

Strucmral cement concrete for plain concrete /reinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700

l(c) M 30 grade in well steining I

cum

cum

cum

5.07 Providing. fabricating and laying in position cutting edge of nlild steel for well foundation ior hridges as per dra\ving and Technical Specification Section 1200 ant1 1900

i I (-11 Depth upto 3 m

5.08

I Itc) Depth 10 - 20 111

Sinking o i \\.ells tlu.ough all typzs 01' coils and rock to he ~neasurrd from low water level (other dlrui pneumatic method of sinking ) coinpletr as per drawing and Technical Spcc~fication Section 1200

No. Calcul;~tio~~ Details or

L 1 B H

(1.5+1)/2*(4.85+0.2)*(12.1 +O 2)*(1 1 08 14.3)+(5.8-4.3)*(1.5 i 1 ):2'(7.6- 4.85)*(12.1 +0.2)

0.5*3.5L(11.381-8.135)*12.1

((11.381-0.4)-5.55)*0.6*12. I

(7.6+0.2)*(12.1+0.2)*0 1

(5.55-4.3)*7.6*12.1

na

na

Details of Abstract of Qua~~t i t i e s of Urid~es

C h a i ~ n g e :Kim 314.231

Reinl~rced cernenr cr~ncrete in super structure complete as per drawing ancl Technical Specificat~or~s Sections 1700 &I300

(a) M25grade for RC T Girder & Slah

(h) M30 grade for Solid Slah

Q u ; l ~ ~ t i t \

285 3

No.

7 -

Unil

curn

Item. No.

5 10

5 14

Descriptio~~

Celnent a~ncrete(M-25) lirr Plain concrete I Reiriliircc<l c<~ncrctc for uhstrucrure c o ~ ~ ~ p l e t e as ptr drdwlng and Technical

Reinforced cement concrete railing complete as per drawing and Technical Sprcifications Section 2700 (including cost of reinforcement)

5.15

Calculatior~ Details or

HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.

5.21 Prov~ding weep holes in ahuunents. wing walls and return walls arc. mmplere as per d r a a ~ n g and Technical Specifications Section

5 . 2 2

H L

Biluminous wearing course (62 mm thick) ccmprising 50 ~ n n i asphalt mncrere in a sulgle layer over hirunlinous nlastic course ot 12 IIUII thick wirh a prilne coal complete as per drawing and Technical S~cifications Srclion 2700

5.30

(11.381-8.735)'0.3*12.1 +(8.735- 8.135)*0.9*12.1 +(8.135-5 55)*0.75*12.1

B

Suplilying and lixing concrere crash harrier type hriclge rails c~>mplete as per drawing and Technical Sprcitica~ions Clause 609 and Sec~iou 1700 including cosr ol' necessary m:~rerial. fonii\vc~rk and reinlorcemmt

5.31

curn

Lm

sqrn

Llll

Lm

clllll

Rc~nlorcecl ccmenl c~jncrne approach slahs iticluding cosr reinli~rcnnen~:: c ~ ~ n p l e t e ;IS

per dra\wng ml~l Technical Specilicati<~ns Scc[ii>n 1700

5 31 I

i

C ~ r ~ ~ e n r cc>~wrele k l 15 grade levelling course I\el,)\v : I } ' ~ ~ c Y . I C ~ I ::1:1hs cc~~lplctc. :IS }wr ~lr.h\vtng i l r l ~ l Tecllllic:~! SIwcilic.~li~1s Sccli(111 1700

Det;~ils ol' Al,slr;~ct ol' Qu;ll~tities ol' Britlges

Iteln. Descriplion Unit No.

5.33 Pnlv~ding and fixing Elastomeric hearing

1 I complete as p r drawing and Technical Specil'icati<~ns Section 2000 I cucln I I 5.341~nint filling I I (a) Supplying and fixing in position 10 lnln thick premc~ulded joint filler in expansion

Lln joint complete as per drawing and Technical Spec~ficationr Section 2600

(h) Construction of Joint with Asphalt plugging of old deck with new deck slah (300mm x 75mm) as per drawing and as directed hy the Engineer

(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Secr~on 2600 including acceptance resting as specified. to he installed under supervision of L1n

specialist manufacrurer.

5.37 Synthetic enamel painting of Bridge No. and Span Arrangement as per IRC:7-1971 and as Nr directed hy Engineer

5.38 Providing and fixing drainage Spouts complete ac per drawing and Techrucal Nr Specifications Clause 2705

5.39 Drain Pipe 100 mnm dia. connector for I I drainage spouts ac per drawing and Technical Specifications Clause 2705.

5.43 Providing and painting of tlood gauge on suhstmcrure in h l l height and 500 nun width as per the directions of the Engineer

No.

Details ol' Abslracl of Qualttities ol' Bridge

Ileln. No.

Description

structures c~mplete a> per drawing and Tcchnlcill Specifications Clause 304

5.02 Backfilling hehind ahutmentsi wing

wlng wall and reNm wall cornplete as per drawing and Technical Sprc~fications Clause? 305 & 2504

u~all~lretum walls wirh selected imprted granular ~naterial nl approved quality

5.03

5.06 Struclural ce~nenL concrete for plain concrete lre~nforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700

~ < ~ ~ n p l e t e as per drawing and Trchniml Spec~fications Clauses 304 and 305

Prnviding Filter mrdiutn hehind ahut~nmt.

5.04

5.05

((a) M 30 grade in well curh I

Plam cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as pt.r drawing and Technical Specifications Section 1700

Canen1 concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.

((h) M 2ti grade in top and hottom plug I I(c) M 30 grade in well steining I ((d) M 30 grade in well cap I

5.07 Providing. fabricating and laying in position cutting edge of mild steel for well ioundation ior hridges as per drawing and Technical Specification Section 1200 and 1900

508(~ink1ng of nells ~hrough all types of soils andl rock to he measured from Ion water level (cxher thim pneu~iiatic method of sinking ) cnn~plete us per dmuing and Technical Specification Section 1200

(a) Deprh upto 3 111

(I>) Depth 3 - 10 In

I ( c ) Depth 10 - 20 111 I 5.09 S:IIILI fillins 111 well :IS per cl~-;~\\,i~ig :111ci I

CUlll

cum

cum

cum

cum

Calculatio~t Details or

L B H (1.5+1)/2*(4.55+0 2)*(12 1 +0.2)'(10 09

Del;~ils of Abstract of Qu;l~ltities of Britlges

5 1 0 I ~ a n e n t concrete(M-25) I11r Plain concrete 1

Ilelrl. No.

Reinlixced concrete lilr suhstruc~urr co~nl>letc as per drawing ant1 Techniml Specifications Sccuons 1700 &. 2200

Description

(a) M 2 5 ~ a d e for RC T Girder & Slah (h) M30 grade for Solid Slah

Unit

5.11

cum

Reinlorcrd cement concrete in super structure complete as per drawing and Trchnical Spccilications Sections 1700

5.14 Reintorczd cement concrete railing complete I I as per drawing and Technical Specifications Section 2700 (including cost of

5.15 HYSD bar reinforcement colnplete as per 1 1 drawing and Technical Specifications Section I / 5.21 Providing weep holes in ahutments. wing I I walls and remrn walls ctc. wmplete as per

drawing and Technical Spcitications Secrion

5.22 Bituminous \\,caring course (62 nun thick) comprising 50 nun asphalt concrete in a single layer over hiluminous mastic course ot 12 m ~ n thick with a prime coat complete as per drawing and Technical Specifications

5.30

Llll

Supplying and lixing concrete crash harrier type hridge rails complete as per drawing and Technical Specificarions Clause 809 and Section 1700 including cost of necessary material. fonn\vork and reinforcement

5.31

Llll

Reiniorcetl cement concrete approach sluhs including cost minfcrcemmrs complete as per drawing snd Technical S}wcitications Section 2700.

5.32

5.33

Cement concrete M 15 grade lrvelling course helow appr<t~ch slahs complete as per cum

cll.;i\ving :lnd Techli~ill S~wcifications Sect1011

P~-,>viding and fixing Elastomeric hearing c,,niplete as per ~lra\ving :md Technical CUEIU

Specil'icat~ons Section 3000

Quantit? NO. Calculatio~~ Details or

L B H

Details ol' Abstract ol' Qwlltities of Bridges

Clleil~ege :Kms 314.437

I I C I ~ I . Yo.

5.?4

5.37

5.38

5 39

5.43

Descri l~t io~~

Jot111 lilling

(:I) Supplying and fixing i n pobitio~~ 20 lntn tllick premouldal ji~int filler i l l expansion jc~int colnplete as per drawing and Technical Sliecilications Section 2600

(h) Conbtruction <,I' Joint u,ttli Asphalt plugging o i old deck with new deck slah (3001n1n x 751n1n) a:. per drawing and a\ clirccted hy the Engineer

(c) Strip seal type of expansion joint complete as per drawing ant1 Technical Specifications Section 2600 including acceptance testing as spccilied. to he inswlled under supervision of specialist manufacturer.

Synthetic enamel painting of Bridges No, and Span Arrangement as per IRC:7-1971 and as directed by Engineer

Providing and fixing drainage Spouts complete as pzr drawing and Technical Specifications Clause 2705

Drain Pipe 100 nun dia. connector for drainage spouts as pzr drawing and Technical Specifications Clause 2705

Providing and painting of flood gauge on auhstructure in full height and 500 nun width as per the directions cif the Engineer

No.

2

2

1

4

Unil

Lm

Lm

Nr

Nr

Qual~tity

24.2

24.2

1 .O

4

Calcul ;~t io~~ Details or

L B I H

12 10

12.10

I'~.#bjr~.l: JIG 1.88l~il~~ 01 N11-5 11.1~111 -1'11111 10 j \ ~ ~ u k ~ ~ l ~ ~ n l l l I l ~ t ~ # # ~ n ( . n l : I): ')')OUUil<ll\V~vl. VII \ ( ' l t$ t l~-4 I ) r l r t i l * 01 ,\l,*l~.r~rl #,I l J ~ ~ n # ~ l l t i r r

Details of Ahstract of' Qua~ttities of Bridges

Ite~rt. Description

N o .

*INuures cuinple~e us per drawing and Tech~iical Speciliwtiilns Clause 304

5.02 B;~ckfill~ng hehind ahuunentsi wing walis/return walls with selected imported granulilr inaterial o i appn~vetl quality cc~mplete a:: pcr tlrdwing and Technical Specifications Clauses 304 and 305

5 03 Pr~rvld~ng Filter ~nrdium hehind abutment. wlng wall and return wall complete us pcr drawing and Technical Specifications Clauses 305 & 2504

5.04 Plain celnent concrete M-15 in foundation levelling course e t . including centering and shuttering all complete as per drawing and Technical Specifications Section 1700

5.05

I(a) M 30 grade in well curh I

Ceinent concrete(M-25) for Plain concrete 1 Reinforced concrete in open foundation complete as per drawing and Technical Specification.. Sections 1700 & 2100.

5.06

I(h) M 25 grtade in top and hooom plug I

Structural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700

I(c) M 30 grade in well steining I I (d) M 30 grade in well cap I 5.07

(a) Depth upto 3 nl

(h) Depth 3 - 10 m

Providing. fabricating and laying in position cutting edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900

5 08

5.09 S:lliil filling in well ;IS per dr:~\\ing ant1 Tcclinic:~l Snecificalic>~i Sec~i<>n 1100 I

Sinking of \veils through all types of soils and rock to he measured from low \\,ater le\.el (other than pneuinatic method of sinking ) complete as per dra\ving ant1 Technical Specific:ition Section 1200

cum

cutn

cum

No. Calculation Details or

L (1.5+1)12*(6.8+0.2)*(12.1 +0.2)*(10.501 1.5)+(3-1.5)*(1.5+ 1)12"(8- 6.8)*(12.1 + 0 2 )

0.5*3.5*(10.501-8.446)*12. I

((10.501-0.4)-2.25)*0.6*12.1

(8+0.2)*(12.1+0.2)*0. l

(2.25-1.5)*8*12.1

na

n'd

nu

llil

1% H

Det;~ils 01' Abstr;~cl of Q w ~ ~ t i t i e s of Bridges

5.10 Celrirnt a~ncretc(M-25) i'or Plain concrete I Reinlorced concrete l i ~ r substructure cr~nplete as prr drawing and Technical Spccilicatic~ns Sectinns 1700 Kc. 2200

5 1 1 Reinforced cnnent cr~ncrete in super structure complete as pcr dmu,ing and Technical Specifications Sections 1700 &2300 (a) M25gradc for RC T Girder & Slah (hj M30 grade for Solid Slah

5.14 1 Reinforcecl cement concrete railing complete I as per drawing and Technical Specifications Section 2700 (including cost of reinlorccmenO

%I5 HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.

5 2 1 Providing weep holes in abutments. wing u,alls and rerum walls etc. complete as per drawing and Technical Specifications Section

5.22 Bituminous wearing course (62 mm thick) colnprising 50 m n asphalt concrete in a single layer over himminous mastic course of I Z mm thick with a prime coat comnplete as per drawing and Technical Spcifimtions Section 2700

5.30 Supplying and fixing concrete crash harrier type bridge rail?: complete as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary material. formwork and reinforcement

5 3 I Rrinlorced cemcn~ concrrie approach slahs including ~ ~ 1 s t reinforcements coniplete as pel- drawing and Trchnical Sprcitici~tions Section 1700.

5 3 2 Cement concrete M 15 fr;ale le\,elling course helo\\. approach oluhs cm~plere as per clr;~\\,inf ulcl Technical Slxciticatio~ls Section 1700.

5 j.3 Providing and fisinf El:lstomrric hearing c<>n~pletc ;IS per ilr;l\\ing and Tectlnical Sl1rcilic;1ti~,tls Srclinn 2000

cull1

cum

Lm

s q ~ n

Lm

Llll

cull1

CUClll

No. Calculation Details or

L B H 1 I

I+oject: 416 Ltuling of NH-5 from Tuni to :\nakaynlli Ileeoment: D:\YY088\RH\Vol. VII\Chnp-l I)eti~ilr of . \ l ~ s t r x t of Qunntitia

Sheet: 22 of 80 Date: November, 2OOU

Revision: RO

Bridge no. : 31513

Details of Abstract of Quantities of Bridges

Chainage :Kms 314.972

H a d r & Highways

Quantity

24.2

24.2

1 .0

4

Item. No.

5.34

5.37

5.38

5.39

5.43

Calculation Details or Unit

Lm

Lm

N,

Nr

Description

Joint filling

(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600

(h) Consuuction of Joint with Asphalt plugging of old deck with new deck slab (3OOmm x 75mm) as per drawing and as directed by the Engineer

(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to be installed under supervision of specialist manufactu~r.

Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer

Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.

Drain Pipe 100 mm dia. connector for drainage spouts a per drawing and Technical Specifications Clause 2705.

Providing and painting of flood gauge on substructure in full height and 500 mm width as per the directions of the Engineer

No.

2

2

1

4

H L

12.10

12.10

B

Rojn.1: 4th Ltuling of NH-5 frow Tuni to .hnkapnUi L)or.u~,lent: I):\Y9(WS\RH\VoI. VII\Chnp-I 1)etrds of :\lrstt.,tct of Quantities

Sheet: 23 of 80 Date: N~vemlmr, LOO0

Revision: HO

Bridge 110. : 31611

Details of Abstract of Qua~itities of Bridges

Chainage :Kms 315.850

1)rIoilrd l'rqccl Hcpod I): IYPIMXI V ~ ~ l . v i i l U P R B ~ e b o q

Item. No.

5.01

5.02

5.03

5.04

5.05

5.06

5.07

5.08

5.09

No.

2

2

2

2

2

Description

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304

Backfilling behind abutments1 wing walislreturn walls with selected imported granular material of approved quality complea per drawing and Technical Specifications Clauses 304 and 305

Providing Filter medium behind abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504

Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700

Cement wncrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete ac per drawing and Technical Specifications Sections 1700 & 2100.

Stmctural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Section 1200, 1500 and 1700

(a) M 30 kpde in well curb

(b) M 25 grade in top and bottom plug

(c) M 30 grade in well steinimg

(d) M 30 grade in well cap

Providing. fabricating and laying in position cutting edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900

Sinking of wells through all types of soils w d rock to he measured from low water level (other than pneumatic method of sinking ) complete as per drawing and Technical Specification Section 1200

(a) Depth upto 3 m

(h) Depth 3 - 10 m

(c) Dcpth 10 - 20 m

(d) Depth 20 - 30 m

Sand filling in well a per drawing and Technical Specification Section 1200

Unit

cum

cum

cum

Cum

cum

Calculation Details or

L .

B H

(1.5+1)12*(2+0.2)*(12.1 +0.2)*(12.246- 8)+(9.5-8)*(1.5+1)12r(6-2)*(12.1+0.2)

0.5*3.5*(12.246-10.35)*12.1

((12.246-0.4)-9)*0.6*12.1

(6+0.2)*(12.1+0.2)*0.1

(9-8)*6*12.1

na

na

na

na

Quantity

471 7

80.3

41.3

15.3

145.2

I4oject: 4/15 I.rulh~g of NH-5 from Tuni to A~lsb~pnlli I)c~ttnlent: D:\Y9088\RH\Vol. VII\Ch.p-l I)etnils o l -\l,str,~et of Qutu~titia

Sheet: 24 of 80 1)wte: Nuven~l~er, LOW

Kerisioa: RO

Bridge no. : 31611

Details of Abstract of Quantities of Bridges

Chainage :Kms 315.850

Quantity

92.4

65.3

48.7

60.0

79.2

28.4

25.4

9.1

20275.2

No.

1

2

1

2

2

2

12

Calculation Details or Unit

cum

cum

Lm

S4m

Lm

Lm

cucm

Item. No.

5. 1 0

5.1 1

5.14

5.15

5.21

5.22

5.30

5.3 1

5.32

5.53

Description

Cement concrete(M-25) for Plain concrete /

Reinforced concrete for substructure complete as per drawing and Technical Specifications Sections 1700 &. 2200

Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700

(a) M25grade for RC T Girder & Slab (h) M30 grade for Solid Slab

Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of

HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.

Providing weep holes in abutments. wing walls and return walls etc. complete as per drawing and Technical Specifications Section

Bituminous wearing course (62 mm thick) comprising 50 mm asphalt concrete in a single layer over biruminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700

Supplying and fixing concrete crash barrier type bridge rails complete as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary material, formwork and reinforcement

Reinforced cement concrete approach slabs including cost reinforcements complete as per drawing and Technical Specifications Section 1700.

Cement concrete M 15 grade levelling course below approach slabs complete as per drawing and Technical Specifications Section 1700.

Providmg and fixing Elastomeric bearing complete as per drawing and Technical Specifications Section 2000

H L

(12.246-10.95)*0.25*l2.1+(10.95- 10.35)*0.85*12.1+(10.35-9)*0.65*12.1

+0.5*(0.5+ 1)*2*(12.246- 8)*4+0*0.3*(12.246-8)

7.2'0.75*12.1

(150/1000)*(145.2+92.4)+(200/1000)*65. 3

30.00

7.2*(12.1-1.1)

2*3.5+7.2

3.5*0.3*12.1

(3.5+0.2)*0.1*(12.1+0.2)

0.16*0.37*0.033*10~6

B

Project: 416 Laling af MI-5 h o n ~ Tnni to AnaknpaUi Doc~anent: D:\99W8\RH\Vol. YII\Chttp-I Detirils of Al,strnet of Qonntitia:

Details of Abstract of Quantities of Bridges

Bridge 110. : 31611 Chainage :Km 315.850

Sheet: 25 of 80 Ilnte: Novenlher. 2000

Revision: RO

Item. I UE3L1 l p l U l l

No. 1 I Unit I NO. I Calculation Details or I I Quantity

I . R H

5.341Joint tilling I . I I I

(b) Consuuction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer

(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion oinl coinplete as per drawing and Technical

Specifications Section 2600 I (c) Strip seal type of expansion joint complee as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to be installed under supervision of specialist manufacturer.

Lm

5.37

5.38

5.39

5.43

2

Synthetic enamel painting of Bridges No. and Spw Arrangement as per IRC:7-1971 and as directed by Engineer

Providing and fixing drainage Spww co~nplete as per drawing and Technical Specifications Clause 2705.

Drain Pipe 100 mm dia. connector for drainage spouts is per drdwing and Technical Specifications Clause 2705

Providing and painting of tlood gauge on suhstmcrure in full height and 500 mm width as per the directions of the Engineer

12.10

Reject: 416 Ltuling of NH-5 fro111 Tuni to AnakapaUi 1)orument: D:\')9MI8\KH\Vol. VII\Ch>np-I 1)etniIs of Al~straet of Quantities

Bridge 110. : 31711

Details of Abstract of Quantities of Bridges

Chainage :Kms 316.047

Item. No. -

5.0

I Description

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304

Backfilling behnd abutmenul wing wallslreturn walls with sdected imported 'granular material of approved quality colnplete as per drawing and Technical Specification% Clauses 304 and 305

5.03 Providing Filter medium behind abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504

5.04 Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700

5.05 Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.

5.06 Structural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700

/(a) M 30 grade in well curb I 1 (b) M 25 grade in top and bottom plug I I(c) M 30 grade in well steining I /(d) M 30 grade in well cap I

5.07 Providing. fabricating w d laying in position cutting edge of mild steel for well foundation for bridges as per drawing and Technical Specification Section 1200 and 1900

5.08 Sinking of wells through all types of soils and rock to br measured from low water level (other than pneumatic method of sinking ) complete as per drawing and Technical Specification Section 1200

I(a) Depth upto 3 m 1

I(c) Depth 10 - 20 m I 1 (d) Depth 20 - 30 m I 5 09 Sand filling in well as per drawing and

Technical Specification Section 1200 I

Sheet: 26 of W)

Ihte: Nove~llber, MW Revision: RO

H o d s di tIi,yhwuyr

Project: 416 k i n g of MI-5 from Tuni to Andliny~Ui D<ntn~ent: D:\!B)9088\RH\Vol. VII\Chnlr) 1)ettrils of i\bstr~ct of Qunntitis

Sheet: 27 of 80 Date: Noremlrw. ZOO0

Revision: RO

Details of Abstract of Quantities of Bridges

Bridge no. : 31711 Chainage : K m 316.047

(a) M25grade for RC T Girder & Slab (h) M30 grade for Solid Slab

Unit

cum

Item. No.

5.10

5 11

Descriptio~l

Ceinent concrete(M-25) for Plain concrete I Reinforced concrete for suhsiructure complete as per drawing and Technical Specifications Sections 1700 &. 2200

Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700

5.14 Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinforcement)

5.15 HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.

5.21 Providing weep holes in abutments. wing walls and return walls etc. complete as per drawing and Technical Specifications Section

5.22 Bituminous wearing course (62 mrn thick) comprising 50 mm asphalt concrete in a single layer over bituminous mastic course of 12 mrn thick with a prime coat complete as per drawing and Technical Specifications Section 2700

5.30

cum

Supplying and fixing concrete crash barrier type bridge rails complete as per drawing a n d Technical Specifications Clause 809 and Section 1700 including cost of necessary material. formwork and reinforcement

5.3 1 Reinforced cement concrete approach slabs including cost reinforcements complete as per drawing and Technical Specifications Section 2700:

5.32

cucm

Cement concrete M 15 grade levelling course helow approach slahs complete as per 1 cum drawing and Technical Specifications Section

5.33 Providing and fixing Elastomeric hearing coinplete as per drawing and Technical Specifications Section 2000

Ile~oiled Prnjecl Hepori I): IYY0,YXI VoI.~viilL)PRBnd~ehnq

No.

Roods & Ili~h,uayr

I I

Quantity Calculation Details or

H L B

Project: 416 L.ming of NH-5 front Tuni to An"kapaUi 1)ocument: D:\'B088\RH\Vol. \'lI\Ch~p-l 1)etnils of .I ,str,~et of Q~~m~t i t i ec

Sheet: 28 of W)

Dste: Nc*venll,er, ZOO0 Revision: RO

Bridge no. : 31711

Details of Abstract of Quantities of Bridges

Chainage.:Kms 316.047

I)c,rurled Pwqecr H e p H I): I YYWXI Vr>ll.vic IDPRBrLIrebaq

Item. No.

5.34

5.37

5.38

5.39

5.43

Descriptiol~

Joinr filling

(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600

(h) Construction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer

(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to be installed under supervision of specialist manufacturer.

Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer

Providiig and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.

Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Spec i f i ca t i~~ Clause 2705.

Providing and painting of flood g a g e on suhstrucure in full height and 500 mm width as per the directions of the Engineer

Unit

Lm

Lm

Nr

Nr .

No.

2

2

1

3

Quantity

48.6

48.6

Calculation Details or

L

24.30

24.30

B H

Project: -116 l~uling of NH-5 from Tuni to AoakupnUi Doeonletlt: D:\9908S\RH\Vol. VII\Chny-I Details of .&l,stl.uct of Qormtitis

Details o f Abstract o f Quantit ies o f Bridges

Sheet: 29 of 80 Date: NovenBa. TOW

Hevisioo: RO

Bridge no. : 319/1 Chainage :Kms 318.238

Item. No.

5.01

5.02

5.03

5.04

5.05

5.06

5.07

Un i t

cum

cum

cum

cum

cum

cum

cum

cum

cum

MT

Description

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304

Backfilling behind abutments/ wing walls/return walls with selected imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305

Providing Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504

Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700

Cement concrete(M-25) for Plain concrete / Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.

Structural cement concrete for plain concrete /reinforced concrete as per drawing and Technical Specification Section 1200, 1500 and 1700

(a) M 30 grade in well curb

(b) M 25 grade in top and bottom plug

(c) M 30 grade in well steining

(d) M 30 grade in well cap

Providing, fabricating and laying in position cutting edge of mild steel for well foundation for bridges as per drawing and Technical Specification Section 1200 and 1900

No.

2

2

Quantity

317.8

175.68"

60.53

307.1

347.8

1921.8

368.1

1.9

Calculation Details o r L

=0.5'(1/3)'(3.14)'(1.5'(15.809- 10.68))"2'(15.809-10.68)

=0.5*3.5*(19.42-15.809)*13.9

=0.6*13.9*(15.809-12.18)

0.5*(0.3+3)*(7.5- 5.1+0.075)*3.142*((7.5+5.1)/2)*2 +0.5*(0.3+3)*(6- 4.25+0.075)*3.142*((6+4.25)/2)*3

2*(1*3.142/4*5.1A2+(0.3+3)*3.142/4*7 .5"2)-161.651 +(1*3.142/4*4.25"2+(0.3+3)*3.142/4* 6"2)*3.000-145.449

(10.68--11.2)*(3.142/4)*(7.5A2- 5.1A2)*2 +(10.68--10.2)*(3.142/4)*(6"2- 4.25"2)*3

(13.9*(7.5/2+0.15)+13.9/2*7.5/2)*1.5* 2 +3.142/4*6"2*1.5*3

(3.142*7.5*2+3.142*6*3)*18/1000

B H

hclject: 416 b~liIl&! of NH-5 fro111 Tuni lo A l l ~ k ~ p ~ U i I)cru~nenl: D:\99088\RH\Vol. VII\Chap-l I)et.ils of r\bstrttct of Quantities

Sheet: 30 of 80 V>ste: November, ZOM)

Revision: R0

Details o f Abstract o f Quantities o f Bridges

Bridge no. : 31911 Chainage :Kms 318.238

Derailed Project Repod r)r1990XcVl Val._virlDPRBridgehoq

Quantity

15.0

35.0 . 50.0

9.4

1448.9

258.3

949.6

104.00

670.4

18.0

1331.20

I tem. No.

5.08

5.09

5.10

5.11

5.14

5.15

5.21

5.22

No.

'

4

4

2

Description

Sinking of wells through all types of soils and rock to be measured from low water level (other than pneumatic method of sinking ) complete as per drawing and Technical Specification Section 1200

(a) Depth upto 3 m

(b) Depth 3 - 10 m

(c) Depth 10 - 20 m

(d) Depth > 20 m

Sand filling in well as per drawing and Technical Specification Section 1200

Cement concrete(M-25) for Plain concrete / Reinforced concrete for substructure complete as per drawing and Technical Specifications Sections 1700 &, 2200

Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700 &2300

(a) M25grade for RC T Girder & Slab

(b) M30 grade for Solid Slab

Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinforcement)

HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.

Providing weep holes in abutments, wing walls and return walls etc. complete as per drawing and Technical Specifications Section 2700.

Bituminous wearing course (62 mm thick) comprising 50 mm asphalt concrete in a single layer over bituminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700

Un i t

~m

Lm

Lm

Lm

cum

cum

cum

Lm

Lm

Sqm

Calculation Details o r L

=3*2+3*3

=7*2+7*3

= 10*2+10*3

=0.88*3+3.38*2

(10.68--11.2-1-3)*3.142/4*5.1A2*2

+(10.68--10.2-1-3)*3.142/4*4.25"2*3 =13'.9*1.2*1.2*3

+(19.326-2.4-0.546-1.2-12.18)*0.8*13.9 +2*0.3*13.9*2.4 +0.9*0.6*13.9 +(15.809-12.18)*13.9*0.7*2

0.25*(13.9- 2*1.65)*26+0.5*(0.3+0.2)*1.65*26*2+( 2.4-0.25-0.4)*0.325*26*5 +6*0.15*0.3*0.5*26+(2.4-0.25- 0.4+0.15)*((13.9-2*1.65-(5- 1)*0.325)*0.325*5)

+(0.625-0.325)*1.6*(2.4-0.25- 0.4)*2*5+0.4*0.625*26*5

26.00

(150/1000)*(258.3+368.1+1,921.8+347. 8+307.1)+(200/1000)*949.6

9.00

26*(13.9-0.55*2)

B H

1'1.0ject: 516 Ltulhlg of NH-5 from Tuni to .An~k~lulUi DecumcnI: D:\99088\RH\Val. VI l \Ch~p- l 1)etnils of ;I,stritrt of Qumtititi

Details o f Abstract o f Quantit ies o f Bridges

Sheet: 31 uf 80 Dnte: Z(oven~l,a, ZOO0

Revision: RO

Bridge no. : 31911 Chainage :Kms 318.238

Ik ro i l rd I'n,,ed Report

I): 1990.YXl Val-viilDPRBtidgebnq

I tem. No.

5.30

5.31

5.32

5.33

5.34

5.37

5.38

5.39

5.43

Description

Supplying and fixing concrete crash barrier type bridge rails complete as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary material, formwork and reinforcement

Reinforced cement concrete approach slabs including cost reinforcements complete as per drawing and Technical Specifications Section 2700.

Cement concrete M 15 grade levelling course below approach slabs complete as per drawing and Technical Specifications Section 1700.

Providing and fixing Elastomeric bearing complete as per drawing and Technical Specifications Section 2000

Joint filling

(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600

(b) Construction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer

(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified, to be installed under supervision of specialist manufacturer.

Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.

Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Specifications Clause 2705. Providing and painting of flood gauge on substructure in full height and 500 mm width as per the directions of the Engineer

Un i t

Lm

Lm

cum

cucm

Lm

Lm

Nr

Nr

Lm

No.

2

2

2

40

5

5

1

48

1

Quantity

222.00

29.2

10.4

195000.00

69.5

69.5

1.0

48.0

3.63

Calculation Details o r L

4*26+2*3.5

3.5*0.3*13.9

(3.5+0.2)*0.1*(13.9+0.2)

0.25*0.5*0.03g*10qj

13.90

13.90

15.809-12.18

B H

Project: 416 I ~ u l h l y . of NH-5 from Tuni to AnakapnUl I)ocoolent: 1>:\99088\RH\Vol. VII\Chap-l 1)etails of .\l,st-lrnct of Qumtitia

Details of Abstract of Quantities of Bridges !

Bridge 110. : 32213 Chainage :Kms 321.645

Item. No.

5.01

5.02

5.03

5.04

5.05

5.06

5.07

5.08

5.09

Description

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304

Backfilling behind ahutmentsl wing walls/retum walls with selected imported granular material of approvd quality complete as per drawing and Technical Spxifications Clauses 304 and 305

Providing Filter medium behind abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504

Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700

Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.

Structural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700

(a) M 30 grade in well curb

(h) M 25 grade in top and bottom plug

(c) M 30 grade in well steining

(d) M 30 grade in well cap

Providing, fabricating and laying in position cutting edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900

Sinking of wells through all types of soils w d rock to he measured from low water level (other than pneumatic method of sinking ) complete as per drawing and Technical Specification Section 1200

(3 Depth upto 3 m

(h) Depth 3 - 10 m

(c) Depth 10 - 20 In

(d) Depth 20 - 30 In

Sand tilling in well as per drawing and Technical Specification Section 1200

Unit

cum

cum

Cum

cum

No.

2

2

2

2

2

Calculation Details or

L Quantity

2847.6

150.8

156.1

21.9

315.8

(1.5+1)/2*(6+0.2)*(12.1+0.2)*(16.4- 3.75) +(9-3.75)*(1.5+ 1)12*(8.7- 6)*(12.1+0.2)

0.5*3.5*(16.4-12.84)*12.1

((16.4-0.4)-5.25)*0.6*12.1

(8.7+0.2)*(12.1+0.2)*0.1

(5.25-3.75)*8.7*12.1

na

na

na

na

B

I

H

I'roJst: 516 1.tming of NH-5 from Tttni to A n ~ k l b p U i 1)oeea~eot: D:\WWX\RH\Vol. VlI\Cl~ap-l 1)ctnils sf ..\l,rtrart of Quantities

sheet: 33 or no D,lte: Noven11,er. ZOW

Revision: RD

Details of Abstract of Quantities of Bridges

Chainage : K m 321.645

> - Bridge no. : 32213

Quantity

624.2

-

185.9

178.2

38.4

89.1

30.2

25.4

Item. No.

5.10

5.1 1

5.14

5.15

5.21

5.22

5.30

5 3 1

Calculation Delails or Unit

cum

cum

Lm

qm

Lm

Lm

Description

Cemmt concrete(M-25) for Plain concrete I Reiniorced concrete for suhstrucmre complete as per drawing and Technical Specifications Sections 1700 &. 2200

Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700 &2300

(a) blL5grade for RC T Girder & Slab

(h) M30 grade for Solid Slah

Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinforcement)

HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.

Providing weep holes in ahuunents. wing walls and return walls etc. complete as per drawing and Technical Specifications Section

Bituminous wearing course (62 mm thick) comprising 50 mm asphalt concrete in a single layer over bituminous mastic course of 12 I- thick with a prime coat complete as per drawing and Technical Specifications Secr~on 2700

Supplying and fixing concrete crash barrier type bridge rails co~nplste as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary material. fonnwork and reinforcement

Remiorced cement concrete approach slabs including cost reinforcements cornplete as per drawing and Technical Specifications Secuon 2700.

No.

2

1

2

2

H L

(16.4-13.44)*0.3*12.1+(13.44- 12.84)*0.9*12.1+(12.84-5.25)*0.3*1?.1

+0.5*(0.5+1)*6*(16.4- 3.75)*4+ 10.425*0.3*(16.4-3.75)

0.25*(12.1- 2*2.075)*24.5+0.5*(0.3+0.2)*2.075*24. 5*2+(2.4-0.25-0.4)*0.325*24.5*4

+6*0.15*0.3*0.5*24.5 +(2.4-0.25- 0.4+0.15)*((12.1-2*2.075-(4- 1)*0.325)*0.325*5)

+(0.625-0.325)*1.6*(2.4-0.25- 0.4)*2*4+0.4*0.625*24.5*4

(150/1000)*(315.8+624.2)+(200/1000)*1 85.9

19.20

23.9*(12.1-1.1)

2*3.5+23.9

3.5*0.3*12.1

B

Bridge no. : 32213

Details of Abstract of Quantities of Bridges

Chainage : K m 321.645

Quantity

9.1

13516.8

24.2

24.2

1 .0

1 1

Item. No.

5.32

5.33

5.34

5.37

5.38

5.39

5.43

Calculatiol~ Details or Unit

Cum

cucm

Lm

Lm

Nr

Nr

Descriptio~~

Cement concrete M 15 grade levelling course helow approach slabs complete as per drawing and Technical Specifications Section 1700.

Providing and fixing Elastomeric baring complete as per drawing and Technical Specifications Section 2000

Joint filling

(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600

(b) Construction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer

(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to be installed under supervision of specialist manufacturer.

Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer

Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.

Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Specifications Clause 2705.

Providing and painting of flood Fauge on substructure in full height and 500 mm width a:: per the directions of the Engineer

L No.

2

8

2

2

1

11

(3.5+0.2)*0.1*(12.1+0.2)

0.32*0.5*0.048*10'6

12.10

12.10

B H

311ECI: JJ 01 MI

1)tlte: Novcml>er, U)MI Revision: RO

Details of Abstract of Quantities of Bridges

Chai~iage :Kms 331.180 Bridge 110.

&--

: -

Item. No.

5.01

5.02

I 5.03

! 5.04

5.05

5.06

5.07

5.08

5.09

Description

Eurthwork in excavation of' foundation for structures coniplete as per drawing and Technical Specifications Clause 304

Backfilling behind ahutrnmts/ wing walls/return walls wirh selected imported granular matdrial of approved quality co~nplete as per drawing and Technical Specifications Clauses 304 and 305

Providing Filter medium behind abutment. wing wall and return wall complete a per drit~ving and Technical Specifications Clauses 305 & 2504

Plain cement concrete M-IS in hnda t ion levelling course etc. including centering and shurrering all complete as per drawing and Technical Specifications Section 1700

Cenient concrete(M-25) for Plain concrete I Reinforced concrete in opm foundation colnplete as per drawing and Technical Specifications Sections 1700 & 2100.

Structural cement concrete for plain concrete /reinforced concrete as per drawing and Technicd Specification Section 1200. 1500 and 1700

(a) M 30 made in well curh

(h) M 25 grade in top and bottom plug

(c) M 30 grade in well saining

(d) M 30 grade in well cap

Providing. fabricating and laying in position curling edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900

Sinking of wells through all types of soils and rock [to he mrasuml from low water level (orhcr than pneumatic method of sinking ) complete as per drawing and Technical Specification Section 1200

(a) Depth upto 3 m

(h) Depth 3 - 10 m

(c) Dzpth 10 - 20 In

([I) Depth 20 - 30 m

Sand filling in well as per drawing and Technical Specificl~tion Section 1200

Unit

cum

cum

cum

C U ~

cum

No.

2

2

2

2

2

Calculation Details o r Quantity

4807.5

260.3

311.9 1

H L

40.2

583.2

(1.5+1)/2*(5.95+0.2)*(24.3+0.2)*(21.59 6-9)+(10.5-9)*(1.5 + 1)/2*(8- 5.95)*(24.3+0.2)

0.5*3.5*(21.596-18.535)*24.3 :

((21.596-0.4)-10.5)*0.6*24.3

(840.2)*(24.3+0.2)*0.1

(10.5-9)*8*24.3

na

na

na

na

B

i

I

i I

Project: 416 Lluling of NH-5 from Tuni to Anaknpnnl I)oeon~ent: D:\YY(W8\RH\Vol. vI I \Ch~p-l 1)rtw~lr of .I,rlrwct of Quxntities

Sheet: 36 of W)

Date: Noven~l,er. 2000 Revision: RO

Details of Abstract of Quantities of Bridges

Chainage :Kms 331.180 I

x-

1

Bridge no. : -

IJcrutlnl Ih,,ecl I(rpoH I ) : IYYI).YXI Vof _v,rll)PRllndgehoq

Quantity

696.3

503.7

292.7

196.8

70.4

26.8

25.4

9.1

Item. No.

5.10

5.11

5.14

5.15

5.2 I

5.22

5.30

5.3 1

5 32

Unit

cum

cum

Lm

Sqm

Lm

Lm

Description

Celnenl mncrete(M-25) for Plain concrete I Reinforced concrete for suhstrucrure complete a per drawing and Technical Specifications Sections 1700 &. 2200

Reinforced cemmt concrete in super structure complete as per drawing and Technical Specifications Sections 1700 &I300

(a) M25gade for RC T Girder & Slab

(h) M30 grade for Solid Slab

Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of

HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.

Providing. weep holes in aburments. wing walls and rerurn walls etc. complete as per drawing and Tshnical Specifications Section

Bituminous wearing course (62 mm thick) comprising 50 mm asphalt concrete in a single layer over hituminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700

Supplying and fixing concrete crash barrier type hridge rails mmplele as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary material. fonnwork and reinforcement

Reintbrced cement concrete approach slahs including cost reinJorcements complete &s

per drawing and Technical Specifications Section 2700.

Cemmt concrete M 15 grade levelling course helow approach slabs co~nple~e as prr drawing and Technical Specifications Section 1 700.

No.

2

1

2

1

2

2

2

Calculatio~~ Details or

H L

(21.596-18.756)*0.3*24.3 +(18.756- 18.535)*0.9*24.3+(18535- 10.5)*0.3*24.3

+0.5*(0.5+1)*5.95*(21.596- 9)*4+ 10.394*0.3*(21.596-9)

0.25*(24.3- 2*2.075)*26.6+0.5*(0.3+0.2)*2.075*26. 6*2+(2.7-0.25-0.4)*0.325126.6*8

+6*0.15*0.3*0.5*26.6+(2.7-0i25- 0.4+0.15)*((24.3-2*2.075-(8- 1)*0.325)*0.325*10)

+(0.625-0.325)*1.6*(2.7-0.25- 0.4)*2*8+0.4*0.625*26.6*8

(150/1000)*(583.2+696.3)+(200/1000)*5 03.7

98.40

26.6*(24.3-1.1)

2*3.5+26.6

3.5*0.3*24.3

(3.5+0.2)*0.1*(24.3+0.2)

B

Project: 416 h i i n g of NH-5 fro11 Tuni ID AnabtpnUi I)an~meat: D:\99088\RH\Vol. \II\Chap-l 1)etrrils of' .\llstrrtct of Q t ~ m t i t i a

Sheet: 37 of 80 Date: Nevenlher, ,2000

Revision: RO

Bridge no. : -

Details of Abstract of Quantities of Bridges

Chainage :Kms 331.180

Item. No.

5.33

5.34

5.37

5.38

5.39

5.43

Descriptio~~

Providing and fixing Elastomeric haring complete as per drawing and Technical Specifications Section 2000

Joint filling

(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600

(h) C ~ ~ t r u c t i o n of Joint with Asphalt plugging of old deck with new deck slah (300mm x 75mm) as per drawing and as directed by the Engineer

(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified, to be installed under supervision of specialist manufacturer.

Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer

Providing and fixing drainage S p t s complete as per drawing and Technical Specifications Clause 2705.

Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Specifications Clause 2705

Providing and painting of tlood gauge on substructure in full height and 500 mm width as per the directions of the Engineer

Unit

cucm

Lm

Lm

Nr

Nr

No.

16

2

2

1

12

Quantity

122880

48.6

48.6

1 .o

12

Calculation Details or

I L B H

0.32*0.5*0.048*10^6

24.30

24.30

1'10ject: 4 6 Lauling of NH-5 fiom Tunl l o Anakayalli I)ucunleet: D:\WW8\RH\Vol. VII\Ch"p4 1)etatils of Alrstr~a of Quantities

Sheet: 38 of UU 1)nte: Novanlmr. 2000

Revision: RO

Bridge no. : -

Details of Abstract of Quantities of Bridges

Chainage :Kms 332.163

Item. No.

5.01

5.02

5.03

5.04

5.05

5.06

5.07

5.08

5.09

Description

Earthwork in excavation of foundation for snucrures complete as per drawing and Technical Specifications Clause 304

Backfilling bzhind abutments1 wing walls/re~urn walls with sdrcted imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305

Providing Filter medium behiid abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504

Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700

Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.

Strucrural cement concrete for plain concrete /reinforced concrete as per drawing and Technical Specification Section 1200, 1500 and 1700

(a) M 30 grade in well curb

(h) M 25 grade in top and bottom plug

(c) M 30 grade in well sbining

(d) M 30 grade in well cap

Providing. fabricating and laying in position cutting cdge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900

Sinking of wells through all types of soils and rock to he mrasurtxl from low water level (other than pneumatic method of sinking ) complete as per drilwing and Technical Specification Section 1200

(a) Depth upto 3 tn

(h) Depth 3 - 10 m

(c) Depth 10 - 20 m

(d) Depth 20 - 30 m

Sand filling in well a per drawing and Technical Specification Section 1200

Unit

cum

cum

cum

Cum

cum

No.

2

2

2

2

2

Quantity

5092.6

260.3

311.6

40.2

583.2

Calculation Details or H L

(1.5+1)/2*(5.95+0.2)*(24.3+0.2)*(19.28 6-6.7)+(8.2-6.7)*(1.5+1)/2*(8- 5.95)*(24.3 +0.2)

0.5*3.5*(19.286-16.225)*24.3

((19.286-0.4)-8.2)*0.6*24.3

(8+0.2)*(24.3+0.2)*0.1

(8.2-6.7)*8*24.3

na

na

na

na

B

14oject: 416 h i n g of Mi-5 from Tuni to AnaknpUi I)a,ctnnent: D:\9908X\RH\Vol. VII\Chap-l I)ettlils of Al,str#rct of Quuntities

Sheet: 39 of 80 D*tts: Noven~her, MOO

Revision: HU

Details of Abstract of Quantities of Bridges

Bridge 110. : - Chainage :Kms 332.163

Quantity No. Description I Unit I Calculation Details or

cum

H L

5.10

B

Cetnent concrete(M-25) ior Plain concrete I Reiniorced concrete for suhstmcrure cotnplere as per drawing and Technical Specifications Sections 1700 &. 2200

(b) M30 grade for Solid Slab I I

5.1 1 Reinforced cement concrete in super strucrure complete as per drawing and Technical Specifications Sections 1700 a2300

(a) M3grade for RC T Girder & Slab

5 15 HYSD bar reinforcement complete as per drawing and Technical Specifications Section

5.14 Reinforced cement concrete railing complete as per drawing and Technica! Specifications Section 2700 (including cost of reinforcement)

5.21

sqm

Providing weep holes in abutments. wing walls and return walls etc. complete as per drawing and Technical Specifications Section

5.22 Bituminous wearing course (62 mm thick) comprising 50 mm asphalt concrete in a single layer over hiruminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700

5.30 Supplying and fixing concrete crash hamer type hridge rails complete as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of neassary ~natcrial. formwork and reinforcement

5 3 1

1)crorlrd I'rqrcr Xeped

1) 1 YVO,YXI Vol _v~~lr)l'l<Bndgehoq

Reinforced cement concrete approach slabs including cost reinforcements complete as per drawing and Technical Specifications Section 2700.

5.32

Xoadr & Highways

Cement concrete M 15 grade levelling course helou approach slahs complete as per drawing and Technical Specifications Section 1700.

Project: 416 Luting of NH-5 front Tuni to AnskspUi Uwument: D:\99088UUI\Vol. VII\Chnlc( Details of Al~strrbct of Quantities

Sheet: 40 of 80 1)ste: Nt,veml,u, ZOMI

Revision: HO

Bridge no. : -

Details of Abstract of Quantities of Bridges

Chainage :Kms 332.163

Quantity

122880.0

48.6

48.6

Item. No.

5.33

5.34

5.37

5.38

5.39

5.43

Calculat io~~ Details or Unit

cucm

Lm

Lm

Nr

Nr

Description

Providing and fixing Elatomeric bearing colllplete as per drawing and Techniml Specifications Section 2000

Joint filling

(a) Supplying and fixing in position 20 nnn thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600

(h) Construction of Joint with Asphalt plugging of old deck with new deck slah (300mm x 75mm) as per drawing and as directed by the Engineer

(c ) Strip seal type of expansion joint complete as per drawing and ~ k h n i c a l Specifications Section 2600 including acceptaoce asting as specified, to be installed under supervision of specialist manufacturer.

Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.

Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Specifications Clause 2705. Providing and painting of flood gauge on suhsuucture in full height and 500 mm width as per the directions of the Engineer

No.

16

2

2

1

12

H L

0.32*0.5*0.048*10~6

24.30

24.30

B

Project: 416 Lnning of NH-5 front Tuni to AnnkapaUi I)ocan~ult: D:\99088\RH\Vol. VII\Chap-I Ilet,lils of .4llstr~ct of Qunntities

Details of Abstract of Quantities of Bridges

Bridge no. : - Chainage :Kms 333.690

Item. No.

5.01

Description

Earthwork in excavation of foundation for

5.02

structures complete as per drawing and Technical Specifications Clause 304

Backfilling behind ahuttnentsl wing wallslreturn walls with selected imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305

5.03

5.04

Providing Filter medium behiid abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504

Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700

5.05

(a) M 30 b?ifde in well curb

(b) M 25 grade in top and bottom plug

(c) M 30 grade in well steinimg

Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.

5.06 Stmctural cement concrete for plain concrete /reinforced concrete as per drawing and Technical Specification Section 1200, 1500 and 1700

5.07

(d) M 30 grade in well cap

Providing. fabricating and laying in position cutting edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900

5.08

Unit -

Sinking of wells through all t yps of soils a d rock to k measured from low water level (other than pneumatic method of sinking ) complete as per drnwlng and Technical Specification Section 1200

5.09

cum

(a) Depth upto 3 In

(b) Depth 3 - 10 m

(c) Depth 10 - 20 In

(d) Depth 20 - 30 m

Sand ljlling in well as per drawing and Technical Specification Section 1200

cum

cum

cum

cum

Sheet: 41 of SO Dnte: Novenxlm. 2000

Revision: RO

Quantity

Project: 416 I ~ u ~ h g of NH-5 froln Tuni to AnaknpUi Daolnent: D:\99088\RH\Vol. VII\Chay-l I)et!tils of Abstr~trt of Qom~titia

Sheet: 42 of 80 UI~E: Xove~nl~er, 2000

Revision: RO

Bridge no. : -

Details of Abstract of Quantities of Bridges

Chainage :Kms 333.690

I)e!uilrd I'rryrcr l lrpnn I) ; 1 990.Y1.Y.Yl VoI -vii IDPRBridgcbr~ Hoods & Htghwu?r

Quantity

475.3

366.4

218.9

184.8

139.2

26.0

51.0

18.1

Item. No.

5.10

5.1 1

5.14

5.15

5.21

5.22

5.30

5.31

5.32

Calculatio~~ Details or Unit

cum

cum

Lm

'qm

Lm

Lm

Description

Cemmt concrete(M-25) for Plain concrete 1 Reinforced concrete for suhstmcture co~nplete as per drawing and Technical Specifications Sections 1700 &. 2200

Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700 &2300

(a) M25grade for RC T Girder & Slab

(h) M30 grade for Solid Slab

Reinforced cement concrete railing complete as per drawing and Technicai Specifications Section 2700 (including cost of reinforcement)

HYSD bar reinforcemmt complete as per drawing and Technical Specifications Section 1600.

P r o v i d i weep holes in abutments. wing walls and return walls etc. complete as per drawing and Technical Specifications Section

Bituminous wearing c0ur.u (62 mm thick) comprising 50 mm asphalt concrete in a single layer over hituminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700

Supplying and fixing concrete crash harrier type hridge rails co~nplele as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary mnaterial. formwork and reinforcement

Reinforced cement concrete approach slabs including cost reinforcements complete as per drawing and Technical Specifications Section 2700.

Cnnent concrete M 15 grade levelling course helow approach rlahs complete as per drawing and Technical Specifications Section 1 700.

No.

1

2

1

2

2

2

H L

(15.181-12.753)*0.3*24.3+(12.753- 12.538)*0.9*24.3+(12.538-8.5)*1*24.3

+0.5*(0.5+1)*4.3*(15.l81- 7)*4+4.7215*0.3*(15.181-7)

0.25*(24.3- 2*2.075)*21.9+0.5*(0.3+0.2)*2.075*21. 9*2+(2.14.25-0.4)*0.325*21.9*8

+6*0.15*0.3*0.5*21.9+(2.14.25- 0.4+0.15)*((24.3-2*2.075-(8- 1)*0.325)*0.325*10)

+(0.625-0.325)*1.6*(2.1-0.25- 0.4)*2*8+0.4*0.625*21.9*8

(150/1000)*(495.7+475.3)+(200/1000)*3 66.4

92.40

21.9*(24.3-1.1)

2*3.5+21.9 .

3.5*0.3*24.3

(3.5+0.2)*0.1*(24.3+0.2)

B

l'rojcct: 416 L u t h p of NH-5 fronl Ttuli to A n n k ~ p U i I)cr.un~enl: D:\!J9088\RH\Vol. VlI\Chnp-I I>et,tils of .Al,str,~ct of Quantities

Sheet: 43 of 80 Ih~te: Novcnabu, 2000

Revision: RO

Bridge no. : -

Details of Abstract of Quantities of Bridges

Chai~rage :Kms 333.690

Quantity

78000.0

48.6

48.6

Item. No. 5.33

5.34

5.37

5.38

5.39

5.43

Calculation Details or Unit

cucm

Lm

Lm

Nr

Nr

Descriptio~~

Providing and fixing Elastomeric bearing complete as per drawing and Technical Specifications Section 2000

loint filling

(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expamion joint complete as per drawing and Technical Specifications Section 2600

(b) Constmction of loint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer

(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to be installed under supervision of specialist manufacturer.

Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.

Drain Pipe 100 mm dia. connector for drainage spout. per drawing and Technical Specifications Clause 2705. Providing and painting of flood gauge on substructure in full height and 500 mm width as per the directions of the Engineer

No.

16

2

2

1

10

H .

0.25*0.5*0.039*10'6

24.30

24.30

L B

L ,'?,.XL' 7 s . ' L.<Y.Y.S "L 1.1.-_. I.".., . L I . l l L Y I.,...L<.Y..".

Drralrel~l: D:\990HB\RH\Vol. VII\CI~IIA Ilernils e l Al,slract of Q o ~ l t i t i s

Details of Abstract of Quantities of Bridges

Bridge no. : 33512 Chainage :Kms 334.242

Item. Nn.

Description .

5.01

5.03 I~roviding Filter medium behind abutment. I

Edrthwork in excavation of foundation for StNCtures complete as per drdwing and Technical Specificiitions Clause 304

5.02 Backfilling khind ahutmentsl wing wallsireturn walls with selected imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305

5.04

wing wall and return wall complete ns per drawing and Technical Specifications Clauses 305 & 2504

Plain cement concrete M-15 in foundation

5.05

levelling course etc. including centering w d shuttering all complete as per drawing and Technical Specifications Section 1700

Cement concrete(M-25) for Plain concrete 1

Reinforced concrete in open foundation complete a per drdwing and Technical Specifications Sections 1700 & 2100.

5.06 St~c tura l cement concrete for plain concrete /reinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700

5 07

(a) M 30 grade in well curb

(h) M 25 grade in top and bottom plug

(c) M 30 grade in well steining

(d) M 30 gmde in well cap

Providing. fabricating and laying in position cuttmg edge of mild steel for well foundation for bridges as per drawing and Technical Specification Section 1200 and 1900

5.08

cum

cum

Sinking of wells through all types of soils and rock to he measured from low water level (i~ther than pneumatic method of sinking ) complete as per drawing and Technical Specification Section 1 ZOO

5.09

cum

cum

cum

(a) Depth upto 3 m

(h) Depth 3 - 10 m

(c) Depth 10 - 20 m

(d) Depth 20 - 30 m

Sand filling in well as per drawing and Technical Specification Section 1700

1)urodrd I'ro~ucl Rupofl I ) : ! 9YO,Y/?lnl Vel . _vrilDPRBnd~eb~g

t+,,jsct: 416 L.ru,ing of NH-5 fro111 Tuni t o .AnnhpnUi I)ocoamtlt: D:\99081\RH\Vol. VlI\Chap-l l)~t,, i Is of 1Ibstritct of Quarttiti-

Sheet: 45 or w I > ~ ~ ~ E : No\e~nl)er. ZOW

Revision: RO

Details of Abstract of Quantities of Bridges

Bridge no. : 33512 Chai~lage : K m 334.242

~ tem. No.

5 10

@) MZgrade for RC T Girder & Slab (b) M30 grade for Solid Slab

Ul~it Description

Cement concrete(M-25) for Plain concrete / Reinforced concrete for >uhstmcture complete as per drawing and Technical Specifications Sections 1700 &. 2200

5.1 1

Calculatio~~ Details or No.

L B H

Reinforced cement concrete in super strucrure complete as per drawing and Technical Specifications Sections 1700 &Z300

5.15 (HYSD bar reinforcement complete as per I

5.14

drawing and Technical Specifications Section 1600.

Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinforcement)

5.22 Bituminous wearing course (62 mm thick) coinprising 50 mm asphalt concrete in a I

5.21

slngle layer over bituminous mastic course of 12 im thick with a prime coat complete a~ per drawing and Technical Specifications Section 2700

Providing weep holes in abutments, wing walls and retum walls a c . complete as per drawing and Technical Specifications Section

5.30 Supplying and fixing concrete crash barrier type bridge rails complete as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary material. formwork and reinforcement

5.3 1 Reinforced cement concrete approach slahs including cost reinforcements complete at: per drawing and Technical Specifications Section 2700.

5.32

cum

Cement concrete M 15 grade levelling course below approach slabs complete as per drawing and Technical Specifications Section 1700.

5.33

cum

Providing and fixing Elastomeric hearing coinplete as per drawing and Techmcal Specifications Section 2000

Lm

sqm

Projml: J.6 L,ulinp of NH-5 froln Tuni l o A n ~ k n p U i I>~,r~~mant: I~:\!J9O&l8\RH\Vol. VII\Chnp-I I)etuils of .Al,sr~.ncr of Quaintities

Sheet: 46 of 80 1)tlte: Nouenlber, LOW

Revisinn: RO

Bridge 110. : 33512

Details of Abstract of Quadities of Bridges

Chainage :Kms 334.242

Quantity

24.2

24.2

Item. No.

5.34

5.37

5.38

5.39

5 4 3

Calculatio~i Details or Unit

Lm

Lm

Nr

Nr

Description

Joint tilling

(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600

(h) Construction of Joint with Asphalt plugging of old deck with new deck slab (3OOmm x 75mm) as per drawing aid as directed hy the Engineer

(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to he installed under supervision of specialist manufacturer.

Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705

Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Specifications Clause 2705.

Providing and painting of flood gauge on substructure in full height and 500 mm width as per the directions of the Engineer

L No.

2

2

1

5

12.10

12.10

B H

Sheet: 47 of W)

Dnte: Novenli,er, ZOO0 Rc\ision: RO

Bridge 110. : 33711

Details of Abstract of Quantities of Bridges

Chainage :Kms 335.904

Quantity

2497.4

99.4

137.5

23.9

172.4

Item. No.

5.01

5.02

5.03

5.04

5.05

5.06

5.07

5.08

5.09

Descriptio~l

Earthwork in excavation of foundation for structures complete as per drdwing and Technical Specifications Clause 304

Backfilling hehind abutments1 wing walls/rentrn walls with sdrcted imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305

Providing Filter medium behind ahutmmt. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504

Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Spcifications Section 1700

Cement wncrete(M-25) for Plain concrele 1 Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.

Structural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Sstion 1200. 1500 and 1700

(a) M 30 grade in well curb

(h) M 25 grade in top and hottom plug

(c) M 30 grade in well steining

(d) M 30 grade in well cap

Providing. fabricating and laying in position cutting edge of mild steel for well foundation for bridges as per drawing and Technical Specification Section 1200 and 1900

Sinking of wells through all types of soils and rock to he measured from low water level (other &an pnmmatic method of sinking ) co~nplete as per drawing and Technical Specification Section 1200

(a) Depth up10 3 m

(h) Depth 3 - 10 m

(c) Depth 10 - 20 m

(d) Depth 20 - SO In

Sand filling in well as per drawing and Technical Specification Section 1200

Unit

cum

cum

cum

cum

cum

No.

2

2

2

2

2

Calculation Details o r - H L

(1.5+1)12*(7.2+0.2)*(12.1+0.2)*(17.02- 6.4)+(7.543-6.4)*(1.5+1)12*(9.5- 7.2)*(12.1+0.2)

0.5*3.5*(17.02-14.674)*12.1

((17.02-0.4)-7.15)*0.6*12.1

(9.5+0.2)*(12.1+0.2)*0.1

(7.15-6.4)*9.5*12.1

na

na

na

na

B

h ~ j ~ l : 416 Luting of NH-5 fro111 Tnni to n n k a p l l i I)oco~neot: D:\99088\RH\Vol. VII\Cb,np-I Ilctnils of ..\l,str,tct o f Quruitities

Sheet: 48 of M) Dn~te: November, ZOO0

Revision: KO

Bridge no. : 33711

Details of Abstract of Quantities of Bridges

Chainage :Kms 335.904

Unit

cum

cum

Lm

qm

Lm

Lm

Item. No.

5.10

5.11

5.14

5.15

5.11

5.22

5.30

5 .?I

Quantity

575.7

74.1

127.0

82.8

148.5

20.5

12.7

No.

2

2

1

2

2

Descriptio~~

Cement concrete(M-25) for Plain concrete I Reinforced concrete for suhstrucrure complete as per clrawing and Technical Specifications Sections 1700 &. 2200

Reinforced cement concrete in super stmcrure complete as per drawing and Technical Specifications Sections 1700 &2300

(a) M25grade for RC T Girder & Slah

(h) M30 grade for Solid Slab

Reinforced cement concrrtte railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinforcement)

HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.

Providing weep holes in ahuunents. wing walls and return walls etc. complete as per drawing and Technical Specifications Section

Binuninous wearing course (62 rnm thick) comprising 50 mm asphalt concrete in a single layer over hituminous mastic course of I2 tm thick with a prime coat complete as per drawing and Technical Specifications Section 2700

Supplying and fixing concrete crash harrier type hridge rails complete as per drawing and Technical Specifications Clause 809 and Section 1700 including wrt of necessary material. formwork and reinforcement

Reinforced cement concrete approach slahs including cost reinlorcements complete as per drawing and Technical Specificalions Section 2700.

Calculatio~i Details or

L I B H

(17.02-15.274)*0.25*12.1 i(15.274- 14.674)*0.85*12.1+(14.674- 7.15)*0.3*12.1

+0.5*(0.5+ 1)*7.2*(17.02- 6.4)*4+6.18*0.3*(17.02-6.4)

0.25*(12.1- 2*2.075)*13.5+0.5*(0.3+0.2)*2.075*13. 5*2+(1.25-0.254.4)*0.325*13.5*4

+6*0.15*0.3*0.5*13.5+(1.25-0.25- 0.4+0.15)*((12.1-2*2.075-(4- 1)*0.325)*0.325*3)

+(0.625-0.325)*1.6*(1.25-0.25- 0.4)*2*4+0.4*0.625*13.5*4

(150/1000)*(172.4+575.7) +(200/1000)*7 4.1

41.40

13.5*(12.1-1.1)

2*3.5+13.5

3.5*0.3*12.1

I'roject: 416 L ~ U I U I ~ of NH-5 from T u ~ i l o AnrrkapUi

1)ocument: D:\99WII\RH\Vol. V1RCh"p-I I)etnilr of Abstl.,~ct of Q w u ~ l i t i a

Details of Abstract of Quantities of Bridges

Bridge no. : 33711 Chainage :Kms 335.904

/ 5.341~oint filling I I

Unit No. Item. No.

5.32

5 3 3

(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600

Descriation

Cement concrete M 15 grade levelling course helow approach slabs complete as per drawing and Technical Specifications Section Providmg and fixing Elasto~neric hearing complete as per drawing and Technical Specification? Section 2000

(h) Const~ction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer

(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to be installed under supervision of specialist manufacturer.

5.37

I Calculation Details o r

Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer

5.38

5.39

5.43

Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705. Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Specifications Clause 2705. Providing and painting of tlood gauge on suhstmcrure in full height and 500 mm width as per the directions of the Engineer

Details of Abstract of Quantities of Bridges

:Kms

No.

2

2

2

340.561

Calculation Details or

Chainage

Unit

cum

cum

cum

cum

cum

cum

cum

cum

cum

MT

\

H -

Bridge no.

Item. No.

5.01

5.02

5.03

5.04

5.05

5.06

5.07

=0.5*(1l3)*(3.14)*(1.5*(14.999- 11.4))'2*(14.999-11.4)

=0.5*3.5*(25.237-14.999)*13.9

=0.6*13.9*(14.999-12.9)

0.5*(0.3+3)*(7.5- 5.3+0.075)*3.142*((7.5+5.3)12)*2

+0.5*(0.3+3)*(6.1- 4.5 +0.075)*3.142*((6.1+4.5)/2)*4

2*(1*3.142/4*5.3"2+(0.3+3)*3.142/4*7. 5'2)-150.584 +(1*3.14214*4.5^2+(0.3+3)*3.142/4*6.1 ^2)*4.000-184.071

(1 1.4--2.5)*(3.142/4)*(7.5̂ 2-5.3̂ 2)*2

+(11.4--5.5)*(3.142I4)*(6.lA2-4.5"2)*4

(13.9*(7.5/2+0.15) + 13.9/2*7.5/2)*1.5*2

+3.142/4*6.1^2*1.5*4

(3.142*7.5*2+3.142*6.1*4)*18/1000

L

: 34111

Description

Earthwork in excavation of foundation for strucrures complete a. pcr drawing and Technical Spccitications Clause 304 Backfilling hehind ahutmentsl wing wallslretum walls with selected imported granular material of approved quality co~nplete as per drawing and Technical Specifications Clauses 304 and 305

Providing Filter medium behind abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504

Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700

Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drdwing and Technical Specifications Sections 1700 & 2100.

Structural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Section 1200, 1500 and 1700

(a) M 30 grade in well curh

(h) M 25 grade in top and hottom plug

(c) M 30 grade in well steining

(d) M 30 grade in well cap

Providing. fabricating and laying in position cutting edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900

B

Details of Abstract of Quantities of Bridges

Bridge no. : 31111 Chainage : K m 340.561

Item. No.

5.08

Description

Sinking of wells through all types of soils and rock ro he measured from low water level (other than pneumatic inerhod of sinking ) co~nplete as per drawing and Technical Specification Section 1200

5.09

5 .1 1 Reinforced cement concrete in super stmcture complete as per drawing and Technical Specifications Sectiom 1700 &2300

Unit

(a) Depth upto 3 m

(h) Depth 3 - 10 m

(c) Depth 10 - 20 m

(d) Depth > 20 m

Sand filling in well as per drawing and Technical Specification Section 1200

5.10

cum

Crmen~ wncrete(M-25) for Plain concrete I Reinforced concrete for substructure complete as per drawing and Technical Specifications Sections 1700 &, 2200

- No.

cum

Calculation Details or F=

(a) M25grade for RC T Girder & Slab

5.14 Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of rein~orcemenl)

5 15

5.21

sqm

HYSD bar reinforcemenr complete as per drawing and Technical Specifications Section 1600.

Providing weep holes in ahulmmts. wing walls and return walls erc. complete as per drawing and Technical Specifications Section

5.22

Quantity

Bituminous wearing course (62 mm thick) comprising 50 mm asphalr concrete in a single layer over hitu~ninous mastic course of I 2 nun thick with a prime coat complete as per drawing and Technical Specilications Section 2700

H o d s t4 Iliyhwoyr

Details of Abstract of Quantities of Bridges

Bridge no. : 3-1111 Chainage :Kmns 340.561

1 lt!-pt- hri(lge rails coinplete vs per drawing and ( I I I Technic;il Specificali(rns Clause 809 wd

Secuc,n 1700 including cosi of necessary miiicri'11. kmnwork and reinlorcrmmt

Item. No.

5 i O

Descr ipt io~~

Supplying and fixing concrete crash harrier

5 3 2 I ~ n n e n t concrete M 15 grade levelling course

Unit

5.31

helntr. approach dahs complete as per drauing and Technicdl Specifications Section 1700.

NO.

Re~~itorced cement ccrncrete approach slahs incluiling cosl reinlorcemmts co~nplete as per drawing and Technical Specifications Section 2700.

Quantit! Ca lcu la t io~~ Details or

5 341~oint filling

5.33

(a) Supplying and fixing in position 20 m n thck premoulded joint filler in expamion joint complete as per drawing and Technical Specifications Section 2600

H L

Pmviding and fixing Elastolneric hearing co~npletr as per drawing and Technical Specifications Section 2000

B

(c) Strip seal type o i expansion joint complete as ;er drawing and Technical Specifications Section 2600 including acceptance testing as specified. to he installed under supervision of specialist manufac~urer.

! (h) Construction o i Joint with Asphalt plugging of old deck with new deck slah (30(hnm x 75111111) as per drawing and as directed hy the Engineer

5.37

5.38

Lm

cum

cucm

Lm

Synthetic enamel painting of' Bridges No. and Span Arrangement ;IS per IRC:7-1971 and as cl~rrulrd hy Engineer P r n ~ ~ d i n g and tixing drainage Spou~s complete as per (lrawing and Technical Specifications Clause 2705

5.39

5 -13

Draln Pipe 100 mln dia. connector lor clra~nage spouts as per drawing and Techntcal Sprcifications Cl;luse 2705

PI-,,\ d ing and painting (11 tlrrxl gauge on >uh>tructure in full height ltiid 500 mm width a\ per the directiri~lb <)I he Engineer

Details of Abstract of Quantities of Bridges

Bridge no. : 34511 Chai~rage : K m 343.850

Item. I NO. I I

5 01 I~~lr thwork in excavation of foundation for

LO2

5 03

5 .03

5.05

I I (:I) M 30 grade in well curh I

structures complete as per drawing and Tchnical Specifiwtic~ns Clause 304

B.iuklilling hehind ahuunentsl wing ~rrrlls/return walls \r.lrh srlec~rtl i~nporcetl eranular material of approved quality complete as per drawing and Technical Spcificarions Clauses 304 and 305

Pruviding Filter nlediuin behind ahuunent. ulng wall and return wall complete as per draa.lng and Technical Specitications Clauses 305 & 2504

Plain cement concrete M-15 in foundation Ir\.elling course etc. including centering and shuttering all colnplete as per drawing and Technical Specifications Section 1700

Cement concrete(M-25) for Plain concrete 1 Re~nforcrd concrete in open foundation complete as per drawing and Technical Specificatiom Sections 1700 & 2100.

5.06

/ I(h) M 25 grade in top and hottom plug I

Strucrural cement concrete for plain concrete ireinforced concrete as per drawing and Technical Specification Section 1200. 1500 ancl 1700

I ((c) hl 30 grade in well steining I 1 1(,1) M 30 grade in well cap I

I 5.081~inking of wells through all types of soils andl

5 07

rock to he measured from low water level (other than pneu~natic method of sinking ) c,,~nplete as per drawing and Technical Specification Section 1200

Pr~rvitling. fabricating md laying in position cuuing edge of mild steel lor well foundation tor hridges as per drawing and Technical Specification Section 1200 and 1900

1 / ( a ) Depth upto 3 nl I I ] (h) Depth 3 - 10 In I I ((c) Depth 10 - 20 m I I I(d) Depth 20 - 30 m I

- Unit

5 .09

cum

cuni

Snl~il filling in well a,: per drawing and Tcchnlcul Specification Section 1200

cum

c u n

cum

SlleeI: 53 of 80 1)rbte: S e v m n l ~ r . ZtIW

he visit,^^: Htl

Quantity

Details of Abstract of Quantities of Bridges

Bridge no. : 34511 Chainage :Kms 313.850

Item. No.

r 5 10

1

Description

Cemmt concrete(M-25) for Plain concrete Reinforced concrete lur substructure complete as per drawing and Technical Spe~.~l'ic;~tions Sectic~ns 1700 &. 2200

5 11

UII~I

Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700 &2300

(a) M25grade for RC T Girder & Slah

5.14

5.15

5 2 1

cum

(h) M30 grade for Solid Slah

Reiniorced cement concrete railing complete aa per drawing and Technical Specificarions Section 2700 (including cost of rcinturcement)

HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.

Providing weep holes in ahutnlents. wing

walls and rerum \valls etc. complete as per drawing and Technical Specifications Section

5.21

cum

Lm

Birutninous wrarmg course (62 mm thick) comprising 50 m n asphalt concrete in a single layer over bituminous mastic course of 12 lnm thick with a prime coat complete as per drawing and Technical Specifications Secuon 2700

sqm

( 5.50

1 1 I i I

5.5 l

No.

Supplying ant1 fixing concrete crash harrier type hridge rails cc?~nplete as per drawing mtl Technical Specifications Clause 809 and Secuon 1700 ~ncluding cost ot necessary material. fonnwork and reinSorcemmt

Reinforced cement concrete approach slahs including ccwt reinlorcementa complete us per tlrawing and Technical Specifications Srcu11n 1700

Lm

I

Quantit! Calculat io~~ Details o r H L B

Details of Abstract of Quantities of Bridges

:Kms

No.

2

16

2

2

1

21

343.850

Calculation Details or

Chainage

Unit

cum

cucln

Lm

Lm

Nr

Nr

Bridge no.

it en^. No.

5 32

5 33

L36

5.37

5.38

5.39

5.43

: 34511

Descriptio~~

Cement concrete M 15 grade levelling courze heloa approach slabs c~miplere as pcr ilra\r.ing and Technical Specifications Section

1 700

Prc,viilmg ilnd fixing Eliist~>meric hearing co~nplete as prr drawing 2nd Technical Sprciiictltions Section 2000

Joint filling

(a) Supplying and fixing in position 20 mm thick pre~noulded jcrint filler in expdaqion joint complete as per drau'ing and Technical Specifications Section 2600

(h) Construction of Joint with Asphalt plugging of old deck with new deck slah (3OOmm x 75mm) as per drawing and as directed by the Engineer

(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as zpeciti~l. to be installed under suprvision of spccialisr manuhcmrer.

Synthetic enamel painUng of Bridges No. and Span Arrangement as per IRC:7-1971 and as clirected hy Engineer

Providing and fixing drainage Spouts complete as prr drau.ing and Technical Specifications Clause 1705

Drain Pipe 100 mln dia. connector for drainage spouts a?: prr drawing and Technical Specification?: Clause 2705

Prov~ding and painting of tlood gauge on suhstmcrure in full heighr and 500 l n~n width as per the directions ol the Engineer

H L

(3.5+0.?)*0.1'(24.3+0.2)

0.32*0.5*0.052*10.6

24.30

24.30

B

Sheet: 56 of XO Ihble: Vovenllmr, ZOOU

Krrision: HO

Bridge 110. : 31811

Details of Abstract of Quantities of Bridges

Chainage :Kms 347.046

Item. No.

5.01

5.02

5 0 3

5.04

5.05

5.06

5.07

5 08

5 09

Description

Earthxvork in excavation of foundation for structures co~nplere as per drawing and Technical Specifications Clause 304

Backfilling hehind ahutmentsl wing wallsireturn walls with selected imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305

Providing Filter ~nediu~n hehind ahuunent. wing wall and return wall co~nplete as per drawing and Technical Specifications Clauses 305 & 2504

Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700

Cnnent concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.

Structural cement concrete for plain concretc /reinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700

(a) M 30 grade in well curh

(h) M 25 grade in top and hottotn plug

(c) M 30 grade in well steining

(d) M 30 grade in well cap

Pnwiding. fahricating and laying in position cuuing edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900

Sirlkin~ of wells through all types of soils and rock to he measured frorn low water level (other rhw pneumatic method of sinlung ) complete as per drawing and Technical Specification Section 1100

(a) Depth upto 3 m

(h) Depth 3 - 10 n1

(c) Depth 10 - 20 rn

(11) Depth 20 - 30 m

S;~nd filling in well as per drawing and Technical Specification Sectlon 1200

Unlit

cum

cum

cum

cum

cum

No.

2

2

2

2

2

Quantit!

946.0 1 85.3

117.4

22.6

326.7

I

Calculatio~l Detnils or H L

(1.5+1)12*(1.8+0.2)*(12.1 +0.2)*(30.742 20.76)+(22.26-20.76)*(1.5+1)12*(9- 1.8)*(12.1+0.2)

0.5*3.5*(30.742-28.727)*12.1

((30,742-0.4)-22.26)*0.6*12.1

(9+0.2)*(12.1+0.2)*0.1

(22.26-20.76)*9*12.1

na

na

na

na

B

Sheet: 57 of W l

I),&re: \ercml,er, ZOO0 Rc\lsion: HO

Details of Abstract of Quantities of Bridges

Bridge no. : 31811 Chai~vage :Kms 347.016

Item. No.

Description

5.10

I(a) M25gade for RC T Girder & Slab

Ce~nent concrete(M-25) for Plain concrete 1

Reinlorced concrete for substructure co~nplete as per drawing and Technical Specilications Sections 1700 &. 2200

5.1 1

(h) M30 grade for Solid Slab 1 .

Rrinl'orced cement concrete in super structure coinplete as per drawing and Technical Specifications Sections 1700 &2300

5.14 Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinl'orcement)

5.15 H YSD har reinforcement complete as per drawing and Techmcal Specifications Section 1600.

5.21 Providing weep holes in abutments. wing walls and return walls etc. coinplete as per drawing and Technical Specifications Sectior

5.22 Biruininous wearing course (62 m n thick) comprising 50 mm asphalt concrete in a single layer over hituminous mastic course o I2 lnin thick with a prime coat coinplete as per drawing and Technical Specifications Seclton 2700

5.30 Supplying and fixing concrete crash harrier type hridge rails complete as per drawing an Technical Specifications Clause 809 and Section 1700 including cost of necessary material. formwork and reinforce~nent

5.31 Reinforced cnnent concrete approach sluhs tncluding cost reinforcements complete as per drawing and Technical Specifications Section 2700.

5.32

cum

Cement concrete M 15 grade Ievelhng cours' helo\\, approach slahs coinplete as per clraw~ng and Technical Specifications Sectio~ 1700.

Lm

sqm

Lin

Lm

cum

Quantitj Unit No. Calculat io~~ Details or

I I 1. B H

Project: -116 I.ru~ing of NH-5 from Tuni to Anakaynlli I)txutnentt: I):\Y9WIRH\Vol. VII\Chnp-I I)elails uf I , r t~ .ncl of Quantities

Sheet: 58 of W)

Date: Novrn l l ,~ , LOO0 Revision: RO

Bridge no. : 3W1

Details of Abstract of Quantities of Bridges

Chainage :Kms 347.046

Quantity

31200.0

24.2

24.2

No.

8

2

2

1

7

Calculation Details or Unit

cucm

Lm

Lm

Nr

Nr

Item. No.

5.3;

5.34

5.37

5.38

5.39

5.43

L Descriptio~~

Providmg and fixing Elastotnzric hearing complete as per drawing and Technical Specifications Section 2000

Joint filling

(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600

(h) Construction of Joint with Asphalt p l u a g of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer

(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Secdon 2600 including acceptance testing as specified. to be installed under supervision of specialist manufacturer.

Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer

Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705. Drain Pipe 100 mm dia. connector for drainage spouts as per drdwing and Technical Specifications Clause 2705 Providing and painting of flood gauge on substructure in full height and 500 mm width as per the directions of the Engineer

I B H

0.25*0.4*O.039*1OA6

12.10

12.10

Sheet: 59 of Ml Date: N',vo~>ber, 2000

Revision: RO

Details of Abstract of Qua~ltities of Bridges

Bridge no. :- Chai~rage : K m 353.650

No.

2

2

Unit

cum

cum

cum

cum

cum

cum

cum

cum

cum

MT

Item. No.

5.01

5.02

5.03

5.04

5.05

5.06

5.07

Descriptioli

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304

Backfilling behind abutments1 wing wallslretum walls with selected imported granular material of approved quality complete as per drawing and Technical Specificarions Clauses 304 and 305

Providing Filter medium behiid abutment. wing wall and retum wall complete as pcr drawing and Technical Specifications Clauses 305 & 2504

Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700

Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.

Structural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700

(a) M 30 grade in well curb

(h) M 25 grade in top and bottom plug

(c) M 30 grade in well seining

(d) M 30 grdde in well cap

Providing. fabricating and laying in position cutting edge of mild steel tor well foundation for bridges as per drawing and Technical Specification Section 1200 and 1900

Quantity

277.9

165.95

184.56

578.5

531.1

4768.4

548.2

3.1

Calculation Details or

L

=0.5*(1/3)*(3.14)*(1.5*(29.095- 25)).2*(29.095-25)

=0.5*3.5*(32.506-29.095)*13.9

=0.6*13.9*(29.095-18.03)

0.5*(0.3+3)*(7.5- 4.5 +0.075)*3.142*((7.5 +4.5)12)*2 +0.5*(0.3+3)*(6- 4.25+0.075)*3.142*((6+4.25)12)*6

2*(1*3.142l4*4.5'2+(0.3+3)*3.142/4*7.

5.2)-239.678

+(1*3.142/4*4.25^2+(0.3+3)*3.14214*6 "2)*6.000-338.815

(25--10.2)*(3.142/4)*(7.5'24.5^2)*2

+(16.53--4.6)*(3.14214)*(6'24.25'2)*6

(13.9*(7.5/2+0.15) + 13.9/2*7.5/2)*1.5*2

+3.142/4*6^2*1.5*6

(3.142*7.5*2+3.142*6*6)'18/1000

B H

I Details of Abstract of Qua~~ti t ies of Bridges

I Bridge 110. :- Chainage :Kms 353.650

Descripl ion

5 08 Sinking of wells through .11l types of soils ~mc rock to ht: measured froin low water level i------

/(,rthrr than pneu~i~atic me~hod of sinking ) Icumplete as per drawing sntl T e c h m l / Spec~fication Section 1200

1 Depth upto 3 m

/ ic) Depth 10 - 20 m

(<I) Depth > 20 in

5 .09 Sand filling in well as per drawing and Technical Specification Section 1200 !

5.10 Cement concrete(M-25) for Plain concrete I Reinforced concrete for substructure complete as per drawing and Technical Specifications Sections 1700 &. 2200

5.1 1 Remforced cement concrete in super strucrure complete as per drawing and Techn~cal Specifications Seclions 1700 '32300

(a) M25grdde for RC T Girder & Slah

I

(h) M30 grade for Solid Slah

5.14 Reinforced ceinenl concrete railing complete as per drawing ant1 Technical Spcitications Secrion 2700 (inclutling cost of

5 . 2 1 Prcivldmg weep holes In shutmmts. wing walls ant1 return walls erc complete as per drawing and Technical Specifications Section

5 .21 Biruminous wearing course (62 min thick) ccnnprising 50 11lm asphall concrete in a >~ngle layer over hitulninaus mastic courhr of 12 mln thick with i~ pri~nr coat complrre as pei drawing and Techn~cul Spzcifimuons Src[ion 2700

- Unit -

cum

cum

cum

Calculatioli Details or a

I'I.,~JWI: 4.6 I.,uting of NH-5 from 'I'uni to ~ ~ r ~ l r t p n l l i I),,~LII,,c,,I: I):\ ,Y~)I)~~\UII\VOI. YII\CII,,I,-J I)ct,mil\ of \I,rrrvbct of Q l ~ t u l t i t i n

Details of ..ibstr;~ct of Quantities of Bridges

Bridge no. :- Chainage :Kms 353.650

Item. No.

Description I Unit

jtypc hridge rails co~nplete as per drawing and Techni~il Speciticatiuns Clause 809 mid Section 1700 including cost of necessary material. formwork and reinl'orce~nent

i 3 1 Reinforced cement concrete approach slahs including cost reinl'orcements co~nplete as per drawing and Technical Specifications Section 2700.

i.321cement concrete M 15 grade levelling course below approach slahs complete a. per drawing and Technical Spccitications Section 1700.

5 33 Providing and fixing Elastomeric hearing complete as per drawing and Technical Specifications Section 2000

5.34lloin1 tilling

(a) Supplying and fixing in position 20 mm thick premouldrxl joint filler in expansion jo~nt cornplrte as per drawing and Technical Specifications Section 2600

(h) Constmction of Joint with Asphalt plugging of old deck with new deck slah (30Omm x 75mm) as per drawing and as directed by the Engineer

(c) Strip sea1 type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specititxl. to he ins~alled under supervision of specialist manufacturer.

5.37 Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-I971 and as directed by Engineer

5 5S Providing and fixing drainage Spouts ctunplete as per drawing and Techrucal Specifications Cluuse 2705

i 39 Druin Pipe 100 mrn d i , connector for ~lnl~nage spouts as per drawing and Technical Specilications Clause 2705

5 43 Providing and pamting of llood gauge on suhs~mcture in hll Iielght and 500 ~ n ~ n width as per the directions of the Engineer

cum

cucm

No.

ROB 110. :

Deta i l s of A b s t r a c t of Q u a ~ ~ t i t i e s of ROB

C h a i ~ r a g e : K m 326.112

co~ilplete as per d~auviug ilnd I'CCIIIIIUBI Sl,ciilicalions Clause 31U

wali.; with selected iolponed pranlllar ~llatcrisl of alqxoved qualit) co!l!plrtr ;is per d~awing and l'uclulicnl Specific.~tio~a 1:laosrs 3115 and 3115

IIa) \I 311 grade ia well curb

5.113

5 114

5 115

5 116

I(lrl \I 25 grade in top and boRo~n plug

Prcnidiz~g Filter nlrdi~t!n hrllild a h u t ~ ~ ~ n l . wing isall and returll \\,all cotllplrte as per drawing a ~ d 1.ccl111ical Specificatio~ls 1:laoses 305 & 2314 I'laill celllelu concrelr &I- 15 ill f o u ~ ~ d a l i o ~ ~ levelling

c o u ~ se etc. iacludiag cct~terillg alld sl~utleri~lg all colnplete as per drawiug and Tec l~~~ ica l

Specifications Section 17tHl c:elarn concrete(bl-311) for Plain c o ~ r r e t e .

Reanforced concrete in open foundation conlplete as 1 x 1 d~awiag and Technical Specificatio~~s Sectiol~s 171111 & 21011.

Strtlctoral cement collcretr for plain concrelr , reillforced colicrere as per drawing a t ~ d Tecllnical Specification .Section 12IM. 15Wl and 17CHl

J l c l \ I 311 grade ill well steinillg

Icd) \I 311 grade in well cap

5.117 Pro, iding. fabricating and laylllg in positio~l cutti~lg edge of n~ild steel for well fouadation for bridges as per drawing and Teclr~rical Specification Sectiotl lZllll and 1900

5.118 Siukiag of wells t h r o u l ~ all ypes of soils a ~ d rock lo he ~nrasored fro111 luw \\,atrr level (olher Ulall p~lru~~lar ic n~etllod of sinking ) co~rlplfle as per d~n:, ing and Tecllaiical Specification Sectioa 12IHI

5 119

5.111

Sand filling in well as per drawing a ~ ~ d Technical S ~ ~ c ~ i t i c a i i o ~ l Seclio~l 13111

I ' c ~ l ~ r ~ l t c o ~ s r e t r ( k l - 3 1 t a ~ Plail~ co~lcrelr . I<cit~la!cud concrete lor sul~smslore conlpletc as IXF dl-au.irlg and T e c l ~ ~ ~ i c a l Speciticatio~ls Secliolls i711113r. 22111

5. 12

Nu.

l:c.~r~rot colicrrlc usiug hl-411 g ~ n d r for prestressed colrrrte in super strucl!l~r cot~lplcte as per drawi~lg

Teillnical Sl)eciIicillio~~s Suc1io11 23lXI

Cnlcolia~nn I)ct,nils or

1. I B I 21

I'l'o~ect: 4 h I . ~ ~ l t n g 01 hH-3 Iron> 1 L I I I I 10 -1~~t l i iq~1111 L) s run~en~ : I): 9')OBX\RH\Vol. VII\Chrq,-I I)ctnils of \Il.;rr;mrl of Qorultitin-

De ta i l s of A b s t r a c t of Q u a ~ l l i t i e s of ROB

ROB no. : - C h a i n a g e :Kms 326.1 12

Qu,u,tit)

- . . 4

5 . 5

K;lsitorced celllent coricruu 1:tilizlp co111p1ete as per

J l r > ing ;tad Tcclnlical Sl~cciticalio~~s Srctiull 27lUl I ~it.ludi~~g cost of ~ c ~ ~ ~ I ~ I c ~ I I I c I I ~ I

I l l SL) bar r e i ~ ~ f o ~ c r r ~ ~ r ~ ~ ~ co~~lplete as per dlawillg

. I I ~ Tccl~~~icaI Specificalio~~s SLictio~i 161Yl.

5 I I

No. 1,'nit Itetn. \n .

PIN. iding ueep llolrs ill ahuu~~eols. ~1119 wails and riilutl \rails etc. c o e ~ p l a r as per d n w i l ~ g and l ' c ; l~~~ical Specificaliuns Secliol~ 271x1.

5 2

t .11 511pplyiag and firillp in posilio~~ 20 111111 tl~ick ~ ~ ~ c r r ~ o ~ ~ l d e d join1 filler in expa~a io l~ join1 colllplete a. per draa.ing and Tec l~~~ ica l Specifrcatio~u Srclion ?(*Ill

1111 ( 'olst~uctioa of loill1 \\.iUl .Aspl~alt pluggillg of old deck wiU~ new deck slah ( ~ I N I I I I I I I x 75111111) as per drawing and as direcad b! Illr Ellgillerr

r)escril,tinn

131101l~i11ous \vearillg course I62 111111 Il~ick) ;t,rnprisil~g 511 Inlll aspllalt concrete ill a sillgle layer o\ ;I hielninws rnaslic course of I2 In111 tllick with a IxHne coat co~nplrlr as per drawing and Tecllnical Sp<~itications Section 271lll

5 36

5 311

5 3 l

5 3 2

5 33

I < I Sllil~ seal type of eapallsioll joillt colllplele as per d l ; ~ u illg a ~ ~ d Trcllnical Sprciticatio~ls Section ?61U! i ~ ~ ; l u d i ~ ~ g ncccllMllcr tcsrizlg as specified, lo he il~a;tlled under supcr\.isiutl uf sl~ecialist ~ ~ ~ ; ~ ~ ~ u t r c m l e l

C t r l r ~ ~ l ~ t i u n Dctisllc or

P I U ~ idillg and supplying lligll leluile sleel wires1 slrrnds i~lcluding all accessories for stressilrg. slrsssil~g operations and grouting co~np lea as per drail-ing and Ted~oical Specificaliolls Sectioll LRlYJ Supplying and fixilg concrete crasll barrier type

bridge rails complea as per drawing and Teclu~ical Specificatio~is Clause 8IR and Seclion 1700 i ~ ~ c l ~ ~ d i n g cost of necessary s~aterial. forlnwork and

rei~~forcenlent Reillforced cetrlellt co~lcrele appruacll slahs

io~ludi~lg cost rei~lforce~l~e~lrs col~lplrte as per drruing and Tecl~r~ical Specificalio~~s Sectioll 271x1. c:vtilent coucrete M 15 grade Ir\rllillg course below rpproacll slabs c o ~ ~ ~ p k l e as per draiving a ~ d TLi~llnical Specificatio~u Sectiolb I7lwl.

Pro, idi~ig and fixing P 0 T C ~ I I I I PTFE bearing cun~plere as per drawing and Tecl~nical Spe~ificatiol~s Sectiolb 2lYIlI

1-111

sqlrl

MT

Lm

Lln

Cull1

Nr

Llll

Llll

s r

41

-

I4 L

; 3 7

i 3,h

; 39

Refer desigll \ olu~ne

B

5:. illllclic e~lanlel pai~airlg oi Bridgus No and Span

\ ~ r r ~ ~ g e ~ a e n l t as p r lRI:.7-1971 and as directcd h) 11~:iner1 iJro\ iding and fixing draizupe Sponls colllpldc as

I ~ Y I tlri(\vil~g and Tecll~~ic;il Spucilicatio~a (:l;~sse 37115 l ) c i ~ i ~ ~ Pipe 100 IIIIII did. cor~~~cclor lor d ~ a i r n f r

y x ~ l r aa pet drawillg slid Tecllllical S]leciticatiola

I 'l.nlsc 27115

1)eiurlrd I'rqr.rr ItcpoH 11 YYOXXI Vol _ritil)l'Rllnd~uhrrq

I Dctnils 11f ,\hrtr~rct of @,intities of 11011

t 1

1 > -

1

ROH ~ I I .

Item. 51, .

5 01

5O2

5.03

5.04

5.05

5 06

5.07

5.08

5 09

(:hnin,rgc

tinit

Cul l l

C U I I I

cull1

culrl

LUIII

: -

Deseril~t~~bn

FltrtI~u,ork II I rxcavali<u~ of li~u~~dtitior~ for lruclurrs co~llpletr as per drt~willg illid '1ccl11lict1I Sptci l i~i~tio~ls Clause 304

I3;tcklilli11g bell i~~d abull~le~lls: wi~lg wsllslrrlur~~ willls will1 srlected ill~purled gr;l~elar 111aterisl of approved qu;tlily co~llplcle ;IS per drswillg ilnd 'I ucll~~icitl Spccificatii~~~s Cli~uscs 304 a~ld 305

I'ro\ idi~lg Filter nlediu111 belll~ld t~but~l le~~l . wiug will1 alld relurll wall c o ~ ~ ~ p l e l e i ~ s per drawing imd ~l 'ccl~~~ical Speciticalior~s Clt~uses 305 & 3504

I'ltti~~ ce~rlelll concrelr M-I5 i l l fbundatio~~ Ie\,elli~lg course etc. includi~~g cellterillg and sl~uttering all complete as per dr~lwirlg ilnd Tecll~lical Speciticatio~~s Sectiol~ 1703

Celllent concrete(M-30) for Plair~ concrete I Keillti>rced co~lcrete ill ope11 f o u ~ ~ d a t i o ~ ~ corllplete ;IS per drawing and Teclnlictll Specifications Seclio~ls 1700 & 21lX).

Slrucrural celrrent concrete t i ~ r plui~l C I ) I I C ~ C ~ C

/reillti>rced concrele ;IS per drawi~lg nr~d Tcch~~lcal Speciticntio~~ Secliol~ 1300. 15lX) nnd 1700

(8) \ I 30 grade in wcll curh

(bj \I 25 grade in top and borto~lr plug

(c) \ I 30 grade in wcll steinil~g

(dl \1 30 grade in well cilp

I'ro\,iding. fabricati~~g inld lilyillg in positio~l cullillg edge of rnild arrel Ibr well t l ) u~~da t i o~~ for bridges as per drawing a ~ ~ d 'l'echnic;ll Specilicatiarl Section 12lX) and IY(X1

Sillking of wells tllruugll all types of soils and rock lo be ~llrasured fro111 low wuler level (other tll;ln p r ~ e u ~ ~ ~ a l i c r~~e l l~od of sillki~lg ) c~nlplete as

per dn~wnlg and Tecl~~lici~l Spec i l ia~t io~~ Sectioll 12ll11

( ( 1 I I I~.ptl1 UPIU 3 111

(hl I)cptl~ 3 10 111

( U l Ileptll 10 - 30 111

td) Ileptl~ 20 - 30 111

Simd filli~lg i l l well i ~ s per drilwil~g i~nd ' I ' ~ c I I I I ~ c ( I I Spccil'ict~tic~~~ Sectio~i I2(Xl

: K m s 344.859

NB.

2

3

2

2

2

Celcultlti~>n I)et>rils or

I>

M3

M3

513

M3

n13

1111

llil

~ l i ~

I l i l

1% I I

% .

KO13 nv.

Item. 10.

5 I0

4 12

5. 14

5. 15

5.31

5 32

5 26

5.30

5 31

i 37

: -

L)escr1pti6,n

( ' a l s l n co~~crete(hl-25) for I'laill c~ l~c rc r c I

I<ei~lli,rc~d crlllcrelc l i ~ r suhstrucrurc C O ~ I I ~ I C I L . its per dr~iwillg i111d Tecll~~ici~l Spccit ici~ti(~~~s Sectio~~s 1700 K . 3200

( ' c ~ ~ l u ~ i l collcrele usill$ M-30 gri~de h r prcstrcsscd cculcrcte i l l super slruclurC COIIIPICIL. i ~ s pcr d r i t w ~ ~ ~ g imd ~I'eel111ic:11 Specificittio~ls Sectio11 33lXl

Keil~t'orced cctller11 mncrete reili~lg cor~~plcle as per drawing and Teclll~icill Spccificalio~~s Sec l i o~~ 27(X) (illcludi~lg cost ol' rei~~liircenlr~ll)

MYSI) bilr r e i ~ ~ f o r c e ~ ~ ~ e ~ ~ l con~plete ils per drawil~p i111d 7'e~.l111icnl Specificntio~~s Scclion I 6lX).

Providing weep holes ill abutn~enls. wiry walls and reNr11 walls ere. co~nplclc 21s per drawing and l'rcle~iurl Speciiicatiolls Sec t io~~ 27(X).

Bilull~illous aearing course (62 nlrll tlhick) coll~prising 50 r1111i i~spl~t~lt co~~erete ill a single laycr o \ r r bitulrli~lous ~llilstic course 01' 12 111111

lllick will1 a prirrle coal C O I I I P I ~ C as per d r i ~ w i ~ ~ g and 'lrclnlical Spccific;~tiolls Scclioll 371x1

Pn>vidillg and supplyillg 11yh tn~s i l r steel wires1 str;tllds l~lcludirig ill1 accessories for stressi~~g. strussi~~y opcratiolls iuld grouli~lp colllplae as per drawillg iuld Tecli~~icid Specilici~lio~~s SCC~~<II I I X l N 1

Supplyily and t i x i~~g collcrcte c r i~ s l~ bilrricr type bridge rulls C O I I I P ~ ~ ~ L - as per dri~witlg and I'L~C~III~CIII Spccificnti~~~~s (.li~use XOY and Seclior~ 17(N) i ~ ~ c l u d i ~ ~ g cost of r~ecess;~ry ~l~ateriill. I ' L I ~ I I I \ V O ~ ~ iuld rei~~Cbrcer~~rnl

I<ci~~lbrccd celllelll coIIcrcIe i~pproacll slilhs ilicludi~lg cosr r c i ~ ~ i ~ ~ r c c i i ~ c ~ ~ t s cilll~plele 8s per cirt!~ I I I ~ ;u~d I'ec1111ic:d Spccil'ic:~li<)~~s SCCIIOII 271 I( I

( ' C I I I C I I I cn~~crctc M 14 r; ldc lavclli!~g c<~ursc hcll,w it~l>r,wcI~ slitlls C O I I I ~ I C I C its per (li.ilwi~i\! iuld I ccl~~~icid S p ~ c i l i c i ~ i i ~ ~ ~ s Scctio~l 17tKI

Ch,~inrrge

llnit

eul l i

FUIII

1

L~~~

s(lll1

M7'

LIII

1.111

C U I I I

:fins 3JJ.W.iY

NIB.

2

I

3

1

2

2

2

Cnlculntlc~n I)et,r~ls t ~ r

L

1113

+ l.6*1*(2.65*6+ 3 075*1+ 1 .X75*7)+0.8*(2 65*6+2.074*2+ 1 k75*2)*(39 196-31 5lK1-2 I 0.3-1-1 2)

0.88IW*13*4*2+(I 4256-O.XhOY)*10*4*~

Refer Uesig~l Vol

(150/IlXX))*(1.67Y.5+2.6Y4.4)+(l5O/IlXX))*X I 2

0 M)

= 11*2*26*2

2*4*(26.2Y4+26.257+ 26.224)*2*(1 8751 I IXX *(7H50/ 1000)

1*3.5+2*26

3.5*0 3*24 3

9.07

H I1

(h) I :o~~slrucriorl of Juizlr will1 r\spl~all pluggillg ~ l f

old deck will, uew deck slih ( ~ ( X ) I I I I I I x 75111111) as per drawing and as directed hy lhe E~lgilleer

Qu~intit!

5 34

(c) Strip leal type of e~pl l~s iu l l ioilll Colllplete 8s per drawing and Trcllllicill Specificatios~s Scc t io~~ 2600 i~lcludir~g accrptallce testing as specified. 10

be il~swlled under suprrvisioll of speciillisl r~~;toufacturrr

Joil~t lilliny

(;I) Supplyi~~g i111d tixiny ill p~s i l i c~ l~ 20 111111 thick p r e ~ ~ ~ ~ ~ u l d r d jc~int lillcr i l l exp:Pi~llsi(l~l joilll col~~plete as per dn~wing aud l 'ecll~~ici~l Sp~.~ificittic~~ls Srct ic)~~ 26(X)

No.

32

l n i t

.\ r

Itum. \,I.

5 33

Llll

Nr

S r

Spccificatio~~s Sectioll I I X X ) i

I)c.;cril~ti~~n

I1rovidir~g it11d fixing KI'I' curl1 lySl:E hcitri11~ c,,~~~plt.te as per dr;wirlg sud r e c l ~ ~ l ~ c i ~ l

5.37

5.38

C~l lcu ln t i~~n 1)etails llr

Sy~lll~elic enamel paillti~~g of Bridges No. and S ~ I I I Arrilngrrnnil ss per 1KC:7-1971 tlnd 11s directed by Engineer

Providing and tixillg drailrage Spouts corl~plcte ns

per drawing ard T ~ C ~ I I I ~ C I I ~ Speuitici~lio~~s Clause 2705

5 39

II L

D r a l ~ ~ Pipe 100 111111 dia. collurcu)r Ibr dri~i~luge spou~s as per dmwiny and Tecl~l~icill Sprcificatious Clause 2705

R

Project: 416 Laning of NH-5 f r om Tuni t o Anakapalli

Document: 99088\RH\\'ol. VII\Chap.-4 Details of Abstract of Quantities

Sheet: 67 of 80 Date: November, 2000

Revision: RO

Details of Abstract of Quantities for Slab C u l v e r t s

Detailed Project Report o p c . u ~ o i ~ s \ o ~ n a.nnisooiaoq.xss Roads & Highways

Quantity

-

24.173.00

13.707.00

1,013.00

1.823.00

2,121 .00

219.00

2.340.00

132.00

187.00

17,182.00

9,628.00

9,820.00

1,687.00

7,982.00

926.00

100.00

100.00

100.00

Item. No.

5.01

5.02

5.03

5.04

5.1 1

5.14.A

5.15

5.17.A

5.17.8

5.17.C

5.21

5.22

5.27

5.33

5.35

5.37

5.42

No.

86

86

86

Details of Calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

Description

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304 in

Backfilling behind abutments, wing walls and return walls w~th selected imported granular material of approved quality completr as per drawing and Technical Specifications Clauses 304 and 305

Providing Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical Spec~tications Clauses 305 & 2504 Plain cement concrete (M15) in foundation levelling course

etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700 Reinforced cement concrete (M 25) in super structure

complete'as per drawing and Technical Specifications Sections 1700 &2300

For slab

For abut cap

Total

Brick parapet complete as per draw~ng and Technical Specifications HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600. Brick masonry in cement morter 1 :3 (1 cement : 3 coarse sand ) in foundetionslsubstructure complete as per drawings and Technical Specifications Section 1300

Plastering (20 mm) on expose surface as per drawing and Technical Specification

Plastering (12 mm) on expose surface as per drawing and Technical Specification

Providing weep holes in abutments, wing walls and return walls etc. complete as per drawing and Technical Specifications Section 2700.

Bituminous wearing course (62 mm thick) comprising 50 mm asphalt concrete in a single layer over bituminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700

Supplying and compacting local sand conforming to IS:383 below foundation as per drawing and direction of Engineer. Providing and fixing Tar Paper bearing complete as per drawing and Technical Specifications Section 2000 Providing Marker post for buried culverts including synthetic enamel painting with necessary details as per IRC: 7-1971 and direction of Engineer. Synthetic enamel painting of Culvert No. as per IRC:7-1971 and as directed by Engineer Applying ordinary paints of approved quality on surface of parapet of culverts as per drawing and Technical Specifications Section 800

Unit

Cum

Cum

Cum

Cum

Cum

Cum

Cum

Mt

cum

S'-lm

sqm

Sqm

Cum

Sqm

No.

No.

No.

Project: 416 Laning of NH-5 from Tuni to Anakapalli

I Document: 99088\RH\Vol. VII\Chap.4 Details of Abstract of Quantities

I

Details of Abstract of Quantity for Hume Pipe Culverts I L-

Sheet: 68 of 80 Date: November. 2000

Revision: RO

Delailed Project Report u ~ 4 7 a \ n o s s ~ u P R Rsan8sOQ\sOQXLS

Roads & Highways

Quantity

3,290.00

3.356.00

185.00

1,143.00

4.104.00

3.563.00

1,334.00

Nil

569.00

100.00

Nil

No.

57

Unit

cum

cum

cum

cum

cum

sqm

m

sqm

cum

NO.

sqm

Item. No.

5.01

5.02

5.04

5.10

5.17.A

5.17.B . 5.16

5.22

5.36

5.37

5.42

Details of Calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

refer detail calculation

Description

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304 in Backfilling behind abutments1 wing wallslreturn walls1 below pipe with selected imported granular material of approved quality complete as per drawing and Technical Specitications Clauses 304 and 305

Plain cement concrete(M15) in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700

Cement concrete(M15) for Plain concrete I Reinforced concrete for substructure complete as per drawing and Technical Specifications Sections 1700 &, 2200

Br~ck masonry in cement morter 1:3 (1 cement : 3 coarse sand ) in foundetionslsubstructure complete as per drawings and Technical Specifications Section 1300

Plastering (20 mm) on expose surface as per drawing and Technical Specification

Providing, laying and jointing NP-4 (as per IS: 458- 1988) Hume pipes(1.250 m dia) for culverts complete as per drawing and Technical Specitications Section 2900 and IRC: SP: 13.1973.

Bituminous wearing course (62 mm thick) comprising 50 mrn asphalt concrete in a single layer over bituminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700

Refilling of trenches with approved material as per drawing and as per Technical Specifications Clause 304.

Synthetic enamel painting of Culvert1 Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer

Applying ordinary paints of approved quality on surface of parapet of culverts as per drawing and Technical Specifications Section 800

I'rl!jccl: 416 Lanisg of NH-5 frotn Tuni to .411akal)~lli I)trtn~t~cnt: !)9088'RH\Vol. VII\Chap.-4 I)ctail* of' .\l,\trart of Qunnlilies

DETAILS O F ABSTRACT O F QUANTITIES

Sheet: 139 of 80 Date: Noventl)er. Z(H)O

Rcvisios: RO

BILL X0.6: ROAD JUNCTIONS

6

6 01

Estimated Quantity

Co~lrtruct~ng kcrh a1 separator platlor~nl raked part ot ~llcdians and islallds colnpletc as per drawlng alidTechnlcal Speclhcarlons Clause 408 and 1700 (d) For Kerb

ih l For foundallon Co~~struct~on of ltned surface draln5 to the requ~red l~nes and erades as per drawlng and Technical Specif~catlons Clause 309, ~nclud~ng cost of relnforcernent

6.01

Height

Provtding service ducts comprising 3 nos.

50mmdia G.1 pipes over concrete base under existing and proposed carrlageways lnclud~ng cutting of trenches through existing roadway and reinstatement of me same as per design and Specifications of new construction (but excluding hltumlnous base and wearlng courses) complete as per drawing and as per Techn~cal Specltications Secrlons 500. 1000 and 1700

Breadth No Unit Item.

Length Description

r : 6 i of I - f r o T i I l~akapal l i 1)orumunt: ')'M)88 RH\Vol. VII\Chap.-l I)rtails of Ilntract of Quantities

DETAILS O F ABSTRACT O F QUANTITIES

Height I BILL NO. 7: DRAINAGE AND PROTECTIVE WORKS

Item. Breadth

(arrhuork In excavarlon tor foundation complete as )er T~cllnlcdl Spe~lflcallon\ Clause 304 111 1 1 teralnrng wall

Description Estimated Quantity

39.7

82.7

25.7

I48

14

24

7

45

48

129

33

210

9.2

19.1

4.3

33

33

10

80

28

17

24

8

5

3

208

41n rype of Soil

0 m helght

5 m height

! 0 m heltht

No Unit

I

94 0.650

159 0.800

30 0.950

Total

Length

cum

cum

cum

'r~ii id~ng backfill hchlnd rerarning wall complete as Ier drawing and Technlsal Specification Clause 304

.O m height

.5 m height

!O m heltht

94 0.150

159 0.150

30 0 150

Total

cum

cum

cum

'rob~drng, lay~ng dnd compactrng filter mater~al ~ehlnd retarnlng wdlk complete as per draw~ng and rechnlcal Spec~ficarlons Clauses 305 & 2504

0 m helght 94 0.600

159 0.600

30 0.600

Total

cum

cum

cum

.5 m height I

'ro\ ~dlng cement concrsre for foundation complete lcr Technical Speclflcarlons Section 1700.

4 1 \ I I0 grdde

0 rn helght

5 m helght

I 0 m heltht

94 0.150

159 0.150

30 0.150

Total

cum

cum

cum

hi M 15 grade I U ni height I 94 0.350

94 0.200

159 0.500

159 0.350

159 0.200

30 0.650

30 0.500

30 0.350

30 0.200

Total

cum

cum

cuni

cum

cum

cum

cum

cum

cum

'ro\liilng reinforced .erne111 concrere for structure oniplete as per drai\lnp atid Technical Spec~ficarions ;e~tt(in I700

Sheet: 71 0180 Datr: Noveml,er. 2000

Revision: RO

(1'1

I 0 m height

I 5 rn he~ght

2 0 m heitht

Unit

cum

Item.

( G )

( t l )

No.

No.

No.

No Description

( r t ) M 15 grade

(h) M 25 grade

Pri~\.ld~ng steel relnforccnienl (HYSD bar) for tou~~darlon. struclure colllplere as per drawing and Ieclin~cal Spec~ficar~ons Sec~lon 1600

Height

cum

Retllllng of rrenches w~th approved n~arerial as per dra\vln~ and as per Technical Specifications Clause 304

Provid~ng weep holes I I I rerainlng walls as per drawing and Technlcal Speclficatlons Secrton 2700

Length Eslimatec Quantity

cum

7 02

7 04 l~urf ina side slows of main road and service road with1

Breadlh

Provldlng and laying stone pltchlng on embankmen slopes complete as per drawlng and Techn~cal cum Spec~flcatlons Sect~on 2500 1

7.03

complete as per Technical Specifications

Prov~ding and laying granular filter material underneath stone pttch~ng on embankment slopes complete as per drawing and Technical Specifications Secr~on 2500.

Aberage heighr =(3.0+11.2)/2 = 7.1 Slopped length = sqrr (7.12+14.22) = 15.87

Isceding in median I

Draln Type D l

Drain Type D2

Drdn Type D3

7.05

(A)

/(h) Ordlnary rock ( I N M requlrlng blasting)

Srorm Water Drainage

Earrhwork In excavarlon complete as per Techn~cal Specifications Clauses 304 In

(a) Ordinary soil

cum

cum

cum

(B)

cum

Prowding. laylng and jointing hume plpes between rwad gullies1 manholrct outfall for storm sewer ct~mple~e as per drawings and Technical Specifications S C C ~ I ~ I I I 2900.

XI'-? 'Typr

Total

PI-o,jerf: 416 L i ~ n i ~ ~ g 01 NH-5 l'rc~tn Tuni lo Artakapalli I>IK.IIIIICIII: O'JIIXB\RH\VOI. VII\Chap.-4 i s . . \ I~ \ I~ - ;BCI el' Q11;1111ities

Sheet: 72 01 811 Ddtc: Nuvcn~ber. 2OOl1

Revision: RiI

Item. 1 Description I Unit

Z P ~ 3 Type

ihl Dia. 200 mm

ccr Dlr. 300 mm

SP-4 Type

cum ( C )

id) Dla 600 mm

( r ) Dia. 900 mni

Pro\,~ding cement concrete ~ncluding form work for ptpe heddlngl encaslng complete as per drawing and Techn~cal Speclficarlons Sectlon 2900

(Dl

(El

(F)

Provtding and constructlng road gulleys complete as per drawing and Technical Specifications Secttons 1300 and 1700

Providing and constructlng manholes complete as per drawtng and Technical Specifications Sections 1300.1700 & Clause1005.

(GI

No.

No.

Providtng and constructing catchpit in medtan drain complete as per drawlng and Technical Specifications Sect~ons 1300.1700 & Clause1005.

( H I

No

Pruvldlng and consrructlng outfall structure including hcad wall and wingwali complete as per drawing and Trchn~cal Specificar~ons Section 1700

( I )

la) Chute drdtn

From knl312+840 to km 313+350

No,

Prov~dtng and laylnp stone pitching on slopes at outfall c,rmplete as per drawing and Technical Specifications Clause 2504

( J )

I From km 313+475 to km 313+850

cum

Provtding and laying granular filter material underneath stone pitching complete as per drawing and Techn~cal Specificar~ons Clause 2504

Prov~ding chute drams w~th cuttoff wall and dumped ruhhle at lors at htgh mmbankment as per Technical Sprctfication or direction of site englneer

From km 318+075 to km 318+235

f:rom krn 32 1 +450 to km 321 +648

From km 321 +679 to km 322+275

cum

From km 331+225 to km 332+675

Froni kln 333+475 10 km 333+875

I.rorn kln 333+935 to kni 345+ 175

From kni 325+675 to k ~ n 326+110

From km 326+ 135 to km 3261425

From km 328+300 to krn 328+575

I I F ~ o m kni 353 t 771 to km 354+060

Lni

Lm

Lm

Length I Breadth I Height

(2*510/20)*3.3*SQRT(5) =

(2*375/20)*3.4*SQRT(5) =

(2*160/20)*4.2*SQRT(5) =

(2*198/20)*36*SQRT(5) =

(2*596/20)*3.7*SQRT(5) =

(2*435/20)*6.7*SQRT(5) =

(2*290/20)*6.4*SQRT(S) =

(2*275/20)*3,7*SQRT(5) =

(2*1450/20)*44*SQRT(5) =

(2*400/20)*3.6*SQRT(5) =

(2*1240/20)*7. I*SQRT(5) =

(2*244/20)*3.9*SQRT(5) =

(2*289/20)*4.O*SQRT(5) =

Total

Project: 416 La~ling of NH-5 from Tuni to Anakapalli I),n.~,lne~~t: 90088\RH\Vsl. VII\Chap.-4 L)etails 01 Ahlrart of Quantities

Sheet: 73 or 80 Date: November. LOOO

Revision: RO

7 0; 1.11ied rectrangular dram type D3 I I

7 06

7.08 RCC slab over lined recrrangular drain type D3 I I (Includ~ng cost of reinforcement)

Breadth Item.

Unit Description

Co~i~rruction of M-I5 PCC In bed foundation below tlie 300 Dla. NP-3 pipe as per drawlng and Technical Specif~cati~~ns Clause 309 and Sect~on 1700.

646

Height

cum

Estimate< Quantity

No

(K) No

Length

Cutoff wall of M 10 and dumped rubble at toe of chute drain as per spec~ficarion and direction of site englneer 2*(6460120)

Pro,jrrt: 4i6 Laning of NH-5 front T I I I I~ 111 Anakapalli I)rrus,rnt: 9lH)88\RH\Vol. VII\Chap.-4 I)etail\ 01' .Allstract 01' Quantities

DETAILS O F ABSTRACT O F QUANTITIES FOR MISCELLANEOUS ITEMS

8 01

Item

I>educi tor nicdlali gap at 9 section [L=177+20+25+86+25+23+195+27+34) x 21

Deduct tor medlan gap In other parts in (L= 2 x 550)

Unit Description

Providtng and layine plain cement concrete kerb as per drauinp and Technical Specifica[lon Clause 408 and Section 1700

cai For herb Total Icngth in road = 2 a 58947

Lrn

8.02

Lm

(ht For toundalion o i kerh Pro~ldlng plain cenimt concrete kerb and channel cenlral verge, footpath, separalors, busbays erc. as pe Technlcal Specifications Clause 408 and Section 1700.

(a) Fnr kerb and channel

Bus la! hays [ L = 8 x 2 x(2 x 60+1 x 182)) Truck lay bays [L=2 x (2 x 22011 x 520)+3 x 2(2x 320+1 .: 620)l

Lm

8.03

(a) Hecronietre stone

lb) Kilometre Stone

(c) 5 t l i Stone

Breadth No

Toll plaza [L=2 x (3 x 2 x 43+3 x 2.5+72)] Servlct. road [L=2 x 9501 Total length of kurb

(b) For foundation of kerb and channel

Providing and fixing RCC guard post complete as per drawin and Technical Specifications section 1700. (Including cost o reinforcement) I

8.0-1

8.05

Length

Provldtn and f~xing RCC boundary posts complete as per drauinp and Technical Specifications Clause 806. (including cost of reinforcemnt)

Providing and fix~ng RCCIPCC hectornetre, kilornetre and 5 rh kilometre stones conlplete as per Technical Specifications Claubc 804 (indluding cost of relnforcement)

8 07 Providing passen_eer shrlrrrs for Bus Bays as per drawing and Technical Specifications Section 1700.

8.06 Coiistruct~~~g iootpathlpated separatorlpassenge platfurmipa\ed par1 of medians and islands complete as pe dran ilig and Technical Specifications Clause 409 and 407

8 09 I~abc111cnt marking with hot applied thernloplast~c material1

8.08

conipletc as per drawlny and Technlcal Speclflcauons Clause 80.7 I

Con\lructinp of temporary divers~on Including Cross Drainage work? ivhere necessary and maintenance thereof including rrathc control and satety complete as per Technical Specif~car~ons Clause 112.

(a) lane!Cenrre ItneIEdpe niark~ng/Transverse inarking and any other marking I

I~onllnuous edge lndrklng I l ~e i i t r c Iinc marking 1 Rural area [ L = 47176131 I

Lm

No.

sq m

sqm

Total

Total

Slteet: 74 of 80 Uatc: November, 2lMH)

Revision: RO

Project: 41f1 Lani~ig of NH-5 from Turli to Anakapalli D,rulne~it: ')0088\RH\Vol. V1IIChap.-.I Iletails 111 l list^-act of Quantities

Sheet: 75 of 80 Dale: Navemher, 2(KlO

Rcvisiwt: RO

I I Lane ~narklng for extra lan~ng at Intersection

(6Xi 1060+645+95+555+600+1101+ 1077+732)/3 m

/ Iteni

/ ILalie ~ i ia rk~ng ar ~ o l l plaza = IL = 885131 I sqm

Scr\ ICT road marking

PJII~I I I~ at pedestr~an corssln = [L = 8.5*8117]

Description

Add 10% cxtra for less spary on curve

Pal~i t~np for atop marking

Bys lay bays

I~itersection

Clevron marking

Toll plaza

Unit

Truck lay bays

Bus lay bays

lnrersection

w"

sqm

I I(h) Dlrecrional arows. Lettering etc. 1 No

I I Pavement marking Ikerh paint~ng with ordinary paints Grade I (IS. 164) complete as per Technical Specifications Clause 803

(a) IaneiCentre IineIEdge markinglTransverse (KERB) marking and any otlier markinglkerb painting I

(a) lntormarory slgns. slzc

(I) Facillty informatton 800 mm x 600 mm

8.1 1

(111) Advance d~rect~on/ Destinaironl Reassurance1 Place Identlficat~on sign

(a) 1800 rnm x 1200 mm

(b) 1500 mrn x 900 nmm

( I \ ) Route nlarker \lens (450 mm x 600 mm)

Supplying and fixing sign boards complete as per Technical Speclf~carions Clause 801 and as directed by Engineer. ~nclud~nc the cost o f posts.fitting & fixing. Sheeting wil l be re1111 reflectwe type of high lnrensively grade and rncssagcs/borders will hc screcn printed

I 1 -

I I Other Intorrnart~ry slgnsl def in~l~on plate (2100 mm \ 1500 nlm)

I I(h) Cautionary signs, size triangular 900 nim side I No

( L ) Malidarory slgns. sILr

(11) Octacon VXI ~mm Ihe~ght

(111) Rectangular 600x600 mrn side

12 Supp1\'111$ and f ~ x ~ n g tnerhrad signs complete as per

31id r r ~ l l ~ l i c a l S l ) e c ~ t ~ ~ i l ~ i o ~ i \ Scctlon 800 ~ncludlng cost 0

1 ~iie\\ages~hordrrs w ~ l l he ween-pe~nred. Slllipl! \upparted overlicad \ ~ g n structure.

Area = 39.75

Area = 19.87

Area = 160

Area = 44.4

Area = 44.4

Total

Length

No

Breadth Height Estimated Quantity

I'r,!it~t: Jib Lsl~ing o l NH-5 front Tuni to Altakapplli I ) o c t t a ~ u ~ ~ t : 'YAl88\RH\VoI. VII\Cbap.-4 t i I ' .IB\I~-;BcI of Qual~titieb

Sheet: 76 01 80 Dntc: November. 2000

Rcvisios: RO

8 24 SuppI! of colour vtde~i cassette records during construction as per l~eclin~cal Spec~ficat~ons Clause 126

Unit

No

No

No

L m

L m

L m

L m

L m

L m

L m

sqm

month

'qm

sqm

month

system

month

Item

S I:

X I4

B 15

8.16

17(B

8 18

8 19

8 20

, 8.21

8 22

Description

Prci\ id111~ & flslng road delineators complete as per drawing and Techn~cal Specifications Clause 805 as d~rected by Etistnecr

ir) Roadway Ind~cator~

(h) H ~ r a r d Markers

t c j Ohjcct Markers Pro, $ding and f~xing Metal b ran crash barrier complete as per dran I I I~ mdTechn~cal Specificatlolls Clause 810.

(a) \Ielal Beam Crash harrier

318.075 318.235

325.675 - 326.1 10

326.135 - 326.425

343.935 - 345.175

353.340 - 353.584

353.771 - 354.060

Pro, ldlng site office for the Englneer including furnishing the Same complete as per drawlng and Technical Specifications Clauses 120 & 127

Ma~nra~nlng slre office for the Engineer and other supervisory staff complete as per drawing and Technical Specifications Clause 120.

17(.4Pro\lding site bachelor residential accommodation(guest houir) and servant quarter for Engineer and other supervisory staff complete as per drawing and Technical Specifications Clauses 122 & 127.

Provld~ng stte married restdential accommodation for Engineer and other supervisory staff complete as per drawing and Technlcal Specifications Clauses 122 & 127.

Ma~ntainlng sits residential accommodation for Engineer and other supervisory staff complete as per Technical Spcc~flcat~ons Clausel22

Pr'n 1d111s and installlne w~reless/mobile system complete as per Tcclil~ical Sprcificatlons Clause 123.

L la~nta~n~ng wireless/mobile system as per Technical Spci~hcations Clause 123

Pro\ ~dlng & Maintalnllig vehicles for the Engineer including dr~bcr. POL etc. as per Technlcal Specifications Clause 124

( d l Paarc~ige~ cars

( h ) Hard Top Jeep

SuppI! of c~ilour record photographs negatlve and two colour prlnl\ tlierefronr mounted In album as pcr Technical

S 25

Veh.day

Veh-day

No.

P r o \ ~ d ~ n g project ~mplrmentation unlt tncludlng laboratory Sqm huild~lig as per draw~ng and technical spcciflcatton 122 & 127

8 26

S 2 7

Total

Length

Speat~catlon\ Clause 125

\I.IIIII~I~~I~C~ of prtqect implementation unit Including Month labor,irory hu~ ld i~ ig as per drawlnp and technical specification

111

r:rc,~lnn and ~nstallauo~i of reinfi~rced earth \tructure Sqm ~,)I~\I\IIII$ 01' prrcast iac~a and so11 reinforcement as per dr.ti\ III? and 'I'echn~ial Spec~tlcatl~)n Clause 703

Estimated Quantity

874

18

36

320

870

580

2480

488

578

5316

165

30

359

630

30

I

30

Breadth Height

I'rqject: 416 Lanine of NH-5 fro111 Tuni lo .Anskapalli Doca~~ient: I)'H)RS RH\Vol. Vll\Chnp.-4 I)utails of : \ l~\ i rar~ of Quantities

Sheet: 77 of 80 Darc: Novenlber, 2000

Revisio~i: RO

Item

8 28

8.29

8.30

Betucrn median of maln road at Typical cross sectlon TCS!03 02

Betreen rnedlan near ser\,ice road from km 341.300 to 312 250

Fenc~iig in typical cross secr~on TCS 03/01 In median and at junction

Description

Eartliuorl, includlng sxcavatlon. hack filling. grading and cornpacrion of selected hack fi l l soil behind reinforce carth strucrurc a\ per Technical Speciflcauon Clauses 703 & 305.

KCC Crash barrier monolithic uith frictlon slab M-30 as per approucd Drawing and Technl'al Specifications Clause 809 & ~ncludlnp cost of nccessar) material, formwork and relllt~lrce111~111

Prr,\ir~cin of fens~ngiguard rail on rned~an. footpath conlplete a\ per draa~ng and Tcchnlcal Specification

L m

L m

L m

8 31

8.32

8.33

(A)

Unit

Cunl

Lm

(B)

Pro~ls lon of electrical post including errection at toll plaza as per draaine and Technical Spcif icat~on

Supplylne and laying of 11 nos. approved permanently lubricated HDPE Telecom Ducts of 40133 nun sue including tixlng of accessories like couplers, end plugs, simple plugs, manholes. ducts etc. complete for future cable installation as per drau~ng and Additional Technical Specification Clause A - 8

Toll Plaza and way side Anlenlties

Pro\idlng Toll Booth bulldlngs complete as per drawing and Technical Speclfications Clause 127 and drawing including arraneenient o f electric supply. all electrical items like fans, Iishts. socket receptacles. and complete wiring with requisite eanhlng. providing fire alarm and gighting system like smoke detector. electric hooter rnultizone control & repeater panel u i rh battery backup, cabllng and C02 hand extinguisher.

(0

No

m

sqm

Pro\.ld~ng Toll Plaza adnilnlstratlve building complete as per draulnp and Techn~cal Speclfications Clause 127 including arrdllselncnr for electr~c suppl). all electrical items like fans. l ~ $ i t \ . wcket, receptacles. circuit wiring and requisite earthinp. provldlng fire alarm and gihting system like amoke detector. electrlc hooter mult~zone contrl and repeater panel wltlh hatrery back up. cabling and C02 hand extinguisher. p rov id~ i~g wate supply including all pipes, fittings, tanks. tunc\vclls. pumps, valves erc. complete, septic tank. sewer lines. drrlna. conipound uzall. fencing etc.

(13)

2

I

I

Tota

sqm

Pro~lding Electrical rooni complete as per drawlng and Technical Specifications Clause 127 includ~ng arrangement for eleitrlc >upply. all elrcirlcal ircnis like lights. exhaust fans. suiLc~, recepracles and complete wiring, with necessary earth statloilr including supply and illstallation o f new Generator iapahlc tomeel the requlremeiii tif Toll Plaza complex and Ilaie 20'; $pare capaclty

(10

sqm

Pro\idliip and insrallinp poner genrator 10 KV and power hdlihup 10 KV UPS at Toll Plaza complete as per drawlng and Teclin~cal Speclficatloiis \hn\\n on drawing including all elcctr~ciil 1tenis

No.

P r~ i i d l l i g aid 111stallin: TLIII Plaza equipment includlng eleilr ic~ll! operaled harrltr $ate\ complete as per drawing and l ' c i l ~ i l i ~ ~ l Speci11cati011\ \hoali on drawing with conirol \\.IIICIC tt)r 3 00 111 wide 10l1 lane

No.

P~-ojcr.t: 416 L ~ e i n g of NH-5 from Tuni lo Ansknpalli D < r u t t ~ r ~ ~ l : ')')088\RH\Vol. VII\Chsp.-4 Delailh 01 I ~ s t r a c t 01 Qaantitic?,

Shcct: 78 ol' 80 Date: November, 2(MJ

Rerkioo: RO

DETAILS OF ABSTRACT OF QUANTITIES BILL NO. 9: MAINTENANCE, REPAIR AND RE

9.01

9 02

9 0 3

9 04

9.05

9.06

9.07

9.08

Unit Item.

9 09

9 10

9 l l

sum of item 9.02 and 9.03 (a) & (b)

TATION

Description

Carr!In: our routine maintenance of Highway as per Technical Speclilcauons Clause 3002 and as per direct~ons of the Engineer. (excluding biturnlnous work)

Carr!lng out treatment and repairs to pot holes and any ncccrwr! patching to ex~sr~ng bituminous carriageway \urtAirlle as per Techlilcal Specifications Clause 3004 and as pcr rlic dlrcctions of me Englneer (2% of existing road)

Pro\~dlng renewal coat wlth rnlx seal surfacing including ilcan~ng of existing b~tuminous surface as per Technical Spec~ticat~ons Clause 512 & Section 3000 to the areas of the e \ ~ s u ~ i g carriageway as per the drrections of Engineer.

(a) 20 mm compacted thickness (9.5% of existing road) (b) 40 mm compacted thickness (13.2% of existing road) Provid~ng tack coats complete as per Technical Specifications Claux 503 to the areas of the exrsting carrlageway as per the drrecrloric of Englneer.

Repa~r~ng of existlng R C deck slab/ girder by chipping or peel~n: off loose concrete. cleaning reinforcement, treating the c.xposed surface with epoxy paint and filling the affected area ulrh non-shrink concrete mix not lesser man 1:1.5:3 by using 12mn1 down coarse aggregate including th coat of epoxy paint, non-shr~nk admixture, formwork, centring, curing etc.. including cost of all labours, materials equipment and staging I I co~nplete as per Technical Specifications Section 2800. I ~ncludlnp cost of reinforcement)

Tak~np out the exlsting drainage spout of Bridges and proi~d~rig. fixlng nev drainage spouts and down pipe including cost of all labour, material equipmen1 staging all complete as per MOST standard drawing and Technical Specifications Clause 2705

Peeling off of damaged plastered area from existing structure, raktng out joints and roughening of old surface to receive new plaster. using polymer modified mortar of 15mm thickness as per manufdcturers Specifications including cost of all marer~al\. labours, equrpment's. staging. all complete as per Techn~cal Specification Clause 1312.

Reinforced cement concrete grade M-25 for extension of deck clah on ?pans lncludtng necessary ch~pping of exlsling concrete ~~ i c lud~ng 'supply and fixing re~nforcement complete as per iiiau~t~ip and Technical Spec~ficatron Sections . 2300 and 2800.

Estimated Quantity

Length

Km- month

Sqm

ScF" sqm

sqm

sqm

No.

sqm

cum

Repa~r'oi stone masonry work by pointing w~th cement mortar t l :3 ) a\ per Technrcal Specifications Sectlon 1400 and ii~recrlon of Engineer.

Prowldl113 reinforced cement concrete ra~lings including dr\mantlrng of da~iiaged ra~lin_e, completr as per drawing and Tech~i~cal S$ecification Sect~ons 7700 and 2800 (including ;,I\I re~nforcement)

Pran~d~ng asphalt~c plug (300 nim n 75 mni) on top of joints hcri~ccn old & new concrete as dlrccted hy Eng~neer

sqm

Lm

Lm

Breadth Height

I't.ctjert: 4 6 Lanirip of NH-5 frozn Tuai to Anakapnlli Ikruntrt~t: 99088iRH\Vol. VIl\Chap.--1 I)etnils of Allstrart of Quantities

Sheet: 79 of 80 Dntc: Nove~al,er. 2000

Rrvi5ion: HO

Length Item.

O. I2

9 I3

9. I ?

Unit

sqm

Lm Lrn cum

Description

Removal o i existing cenicnr concrete wearlng coat manually or \kith me help of Jack Hammers ~ncluding dispo\al complete as per Tcchn~cal Specification Clause 2809 without causing any derrinienlal effect or any part of rhe Bridge Structures.

Clean~lig o i expansion _raps and providing tiller type expansion J O I ~ ~nclud~ng supply of all n~arcr~als. labours complete as per 'Technical Speciticat~on Section 2600.

(a1 20 mm rhick (hl 12 nim rh~ck Planc Cement Concrete M-20 for extenslon of masonry1 PCC Ahutmenr Pier. foundation ~nclud~ng cleaning of dismantled tace of r ~ s t i n g structure and applying a coat of cement slurry casrlne iresh concrete against the old concrete face including all cost of allmaterials, formuork. centring staging curing all complete as per Techn~cal Specif~cations Secrions 2100 & 2200.

343

65

38

Breadth No Height Estimatecl Quantit!

I Prqjcct: 416 L.uting 01 NH-5 from Tuni to Anakspalli L)ocu~ne~~l: 99088\RH\Vol. VII\CCap.-4 Drtail\ of ~\l,strart of Qual~titius

DETAILS O F ABSTRACT O F QUANTITIES BILL NO 10: PROVISIONAL ITEMS

I 10.03

I 10.04

10.05

10.06

Item. I

( a ) Girrh above 300mm to 600min (h) Gum ahove 6OOmm ro 9OOmm (c) G~rth above 900min to 1800mm (d) Girth above 1800mm Prov~ding and l~lsralling Telephone connection with STD fac~l~r)

10.07

10.07

10.07

10.07

Unit %

Description Breaclth

No. No. No. No.

No.

Borlng for soil Invrstlgatlon Including conducttng necessary tests and preparation of repon, as per directton of the Engineer and Technical Specifications Section 2400.

Co ordtnation of Shifring of OFC Util~ties as per Technical Sprc~ftcations and as per direction of die Engineer. Co ordinarton of Shifting of Electric poles Utilities as per Tschn~cal Specificattons and as per direction of die Engineer.

10.08

Height

Lm

m

No

Co ordtnation of Shifttng of Telephone poles Utilities as per Techntcal Spectficat~ons and as per direction of die Engineer.

Co ord~nation of Shifting of Transformer as per Technical Spectficarions and as per direction of die Engineer.

Co ordination of Shifting of concrete-well as per Technical Spec~Rcations and as per direction of die Engineer.

Co ord~nation of Shifting of Irrigation-well Utilities as per Teclintcal Specificattons and as per direction of die Engineer.

Consrruct~on of building (plinth area 9 sq m.) and oi jre~gh br~dge includ~ng arrangement for electric clscrrical items Ilks lights. exhaust fans, sockets, and complete wiring with necessary earth~ng erc. complete a dtrscred by Engineer.

10.09

10 I0

As per Computat~on sheet

As per Computat~on sheet

No

10 01

No

No

No

No

10 1 1 Co~isrrucr~on of way stde amenit~es like toilet including septic i I tank and other facilities build~ng complete as per drawing and Tecl~nical Specif~cation clause 127.

As per Computatton sheet

As per Computatton ?heel

As per Computat~on sheer

As per Computat~on sheet

Length

Cutting of trees ~ncluding cuttlng of trunks. branches and removal ot stump5 ~ncluding stack~ng of serv~ceable n~aterial a t t h ~ n a lcad ot 1000 metre5 and earthfilling In the depresstonip~t and per Technical Specifications Clause 201.

Trafftc Aid Post and Police Post building with complete flxtures ~ncluding electr~c/sewer/water supply Construction of bus lavbyes shelter and other facilities c~~inplstr as per draw~ng and Technical Specification clause .

sqm

sqm

sqm

Calculation Sheets

EARTHWORK IN EMBANKMENT FROM SOFTDESK

CALCULATION FOR SUBGRADE QUANTITY

Note: Area is calculated from template made for Softdesk processing

CALCULATION OF PAVEMENT MATERIAL FOR MAIN ROAD

CALCULATION OF PAVEMENT MATERIAL FOR MAIN ROAD

Total 26456 87487 83884 262489 321943 1386189 124576 60456

Calculatio~~ Sheet for PCC

Total PCC 1 47764 1

WIDENING AND IWSING UETAlLS OF SLAB CULVERTS

1 2 1 5 6 7 s 1 0 , I I 1 2 ' 13 14 , I S 16 1 1 7 18 1 1 0 1 20 21 22 1 n j u 25 1 x n n 3 0 ' ?I 31

T O M LI"LIh

New DETAILS Or SPAN ARQANOEMEB WlnernlllRsurn W d I Olmenslanr [m] ChlnaLe Sab TOP COS (BllCtj

Type ol s N o . C.0 No. Remaris

i rmj w m w w 1.. d 1.1

I 1 I I I I I

1 - . . ..

1 1 8 1 ? ll#li-li* SLC I 4 W 2 1 4 2 7 2 11.210

.-

7 - 8

~~~~ , - .

9 -.

. ~ ~ . ~ - . ~

- . -. . -. -

13 '

+---. ~

I i , L .

1I"l i l ~ - - - - - ~-

, - - ~ . . -~ . - - - .

I Ltrel at H e t ~ h t

T o m LrngUl

New WI$O~ Wldsnlng r r r m s ~ ~ OETAILI or SFAN ARMNCEYEKI ~bmment oel.rllr [rn) w t n g w ~ l ~ ~ s u n wall ~lmenr~onsjrn)

Cl>;u,,nCI Sfd Top to CL

Prvnpeur

Type or (8nol)

9 N o G O N o CO 1 I - - . - 1 1

Remarts .tucur.I

E l l r lng Proposed iFSI*, Oapn of Tht d AYSqlLi

lkml rRLiml rRLiml lm1 lml iml lml Wr(m1 Wb(m1 1 Hlml 1 No ' ' k2 1 E%ii 1 mm,] m d 'Wldoned I m 2 d 1 A! 1 A2 1 A3 A4 WIIRI WaP2 , WU W4! R C ~ [ml

Lsnrh Sab , I I I h g Sab dsbarta)

WlDENlNCAND RAlSlNG DFPRII.SOF SLABCULVWTS

I Z J 1 'I i3 7 9 ' 1 0 1 1 , 12 13 11 , IS 16 , 17 I 18 1 IS 1 20 21 , zz , n a m , m n [ ? s : l o 21 12

T ~ L U tanen EIlcPne 1 HalLhl wid01 0 1 Wldsnlng 1 from PRL DETAILS OP SPAN ARPJNGEYEKI W l n p d l I R a P l n W d l Dlmannms(ml

New

?"" ,""I PBrBPtUI

Enrthwork i n En~.nvntion in loundatiun. (rum) PCC I ' W Mud Mnt (cum) PCC (M15) i n loundntion lower layer(cum)

52.5 0.o 2.6

211 IX.11 (5211 11.11 5 5 .. .. . . . ~ . ----

I 52.5 11.11 2.X

I . .. .... 9 \ . . !,, , t ,I ,I I,. I 2 ,,I, I,,

197.9 0.11 2.0 1.7 95.3 2970 9.1 i 5 6 9 - - .. . . - --.- ~~

172.4 0.0 1.4 2.1 9.9 IU5.X 1 .7 JX.2 - -

54.7 0.11 1.8 117 10.8 6X I l 2 4 1 6.7 . . -. ~ . .. . -

122.3 0.0 12.1 0.7 9.3 144.4 X I H H Y

220.3 0.0 11.4 I I 0. 0 2 3 2 9 14') IZX .<

7 H 0.0 5.7 I17 '1 X 94.7 < I1 4 I -- - ~ -~ . .. . -~ ~ --

79.2 0.0 5.8 1.3 11.6 97.9 5.1 34.6

64.8 0.0 6.3 0.8 0.0 72.0 4.5 26.2

56.6 0.0 2.0 11.6 10.9 7O.Il 2.6 U.0 -.

137.0 0.0 4.2 1.2 0.0

I??.? 55.2 I10 2.2 0.0 212.9 p-

l o l l . ! 0,l l b l l I ? 'I I 2117 6 111.1 1 ~- - -. . . . - . - -

611.7 (I. 11 2.1 lno 10.11 7.1.5 JII 111.2 - .

72.1 n o 4 n IIN (1.0 - .-

124.7 0.0 3.3 1.1 10.7 139.7 7 2 . .. -.

126.8 0.0 3.6 1.1 60.9 7.5 36.3

3 ~ 5 . 2 41 x II II 11 n 11 4 3 x 5 .

OII 281.7 262.2 9 3 11.11 I .? ~.

121.3 0.0 2.9 I .? 0.0 125.4 6.7 .----- ... .. ~ - -

2111 6 11 0 1115 Ill 111112 .1 2 2. .1 I 4 2 ~- . .

126.3 11 0 3 i 1 1 , 13.11 - +

15,1, 1 , ( I 0 7 1 I 1 : ' I < ,

P i l t ~ r Brickwork in CM ( I 3) In l o u n d ~ t i o n (cum) Medium

(rum)

Grnnulw

R ~ r k f l i l (rum)

Stone FllIer media Llmm Plssterin~ in CM (I:>) on unexposed

ZOmm Plaslerin~ in CM (1'3) on exposed surfacegsqm) RCC (MZS)(cum) Relnforcem8nl HYSD(Yg) surfaces(sqm) lpproach bearlnc

I I slab pry.

I

l I ~ ~ 4 ~ I l 6.4 33,) l l 1 . 1 7 74.4 Ill 19.8 W.2 24.. I I 2 7 % 1328 0 6611 IYXX 145.1 4 11.7 0.0 11.11 12.5 - . .. .... - - - - ~ - .- - . .. -. - -~

I i ' / I I 1 1 I 111.2 2 . l 7 11.11 21.1s 1'>..1 ?..I 5.5 1.6 I . JX'I ,343 ,151 IIIXJ 611.5 4 ~ ~. .

14.9 111.2 I 65Y I l l 1 18.6 X4 5 7.2 2.X 1.11 11.6 .I m 3-17 35.l 1077 1~11.11 15 I 4 0 0 1111 II<SX -- 1 :I I . 4 . 1 Z N Z Illll ~ I 2 2 2 I l l Ill 122.2 I . I l l . I 4 . 6114 11 6611 1264 52.5 n 1.3 0 0 II.II 12.5

~~~

-- .. .. -- ~ ~- ~ ~. .~

2 4 1 11.11 N.1 III.II 52.1 45.11 0.11 19.6 14.7 6.7 1.9 1.5 Ill 3% 347 335 1040 6n.n 6 11.9 11.5 0.0 0.II 19.35 .- - -

34.4 l . 1 X I 1 . 1 61.6 I 45.5 0.0 13.2 - 68.7 - 17.7 16.1 l.5 - 35.3 94N 904 338 1189 130.0 6 0.9 11.5 26.9 13.4 6.4 , ._ .

1 H 1 . 6 11.0 w.0 1 . 4 62.0 10.n I 11.11 40.n N.Y 11.0 I . 10.4 479 I1 314 793 77.5 6 0.9 11.5 11.11 5.95 - - .

I . l1.11 1.3 9.6 2 . 3 2'1.4 0.0 11.7 51.1 5.2 1.1 1.6 0 . 2H0 243 354 H77 47.5 .3 0.5 0.0 0.0 6.7 -- ~~ ~ .

5C.X I111 6.2 10.2 H2.1 79.3 0.0 0.0 79.3 11.3 0.0 3.0 14.3 601 0 660 1164 52.5 7 0.n 0.1 0.0 0.0 11.5

6H.5 29.2 0.0 35.4 133.1 X6.5 38.6 0.0 124.1 15.6 0.0 1.5 17.1 HSN 0 335 1193 102.5 24 1.8 1I.O 11.11 0.35

I ? I1 61d1 1264 75 H 16 I 0 11.11 I 2 5 ~

11.6 11.3 11.0 6.95 --

I I 5.4 3.4 1.7 10.5 291 231 367 NY0 47.5 2 - -- ~--P-P ~.. . . .. . -. .... . .~ .-

H.H I1.II 1.5 l l l .3 4711 I1 335 HI16 72.6 4 0 0 11.4 0 0 ~-. ~-

I C I 11.11 3.0 12.0 48.1 0 660 1113 66.2 2 I 1 7 0.11 12.5 11.3 : 11.11

! -

1 111 9 II.II I 12.8 513 I1 660 I IH3 70.3 4 11.7 11.4 I Ill1 11.ll 11.: ~ . ~

11 660 I465 65.1 6L 1.2 11.11 12.5 ~ - - ~ - -- - - - ~

IH 1152 11.5 11 6611 1261 5 2 5 36 1.6 0.0 11.11 12.5 ..- -- -- - -- -. - . .. . .. -. .-

I1 bbll 1261 52.5 I I1 7 0 I I1 I1 12 5

I -:I . . .-. .. -. . . . -

I1 6611 1063 59.11 24 I 3 ~~. - -

9.4 11.11 3.11 11.4 503 I1 660 l I63 68.5 3 0.7 11.4 12.5

I1 660 1546 103.5 19 I I 0.6 i 12.5

I

74.0 / I I I I H Z X B IIIW n5.z 11.n 0.0 -.

19.5 x.z.2 0.0 3.0 22.5 1017 -

o 660 1707 IIH.5 10 o o II 4 o o

I i

11.11 12.5

1 Enrlhenrk in Exrnvntion in foundntion. (cum) PCC 1.M Mud Mat (cum) PCC (M15) in foundation lower layer (cum) Brickwork in CM (1:3) in tnundation (cum)

SL No.

RCC (M25)(mm) Uhnm Plarter ln~ In CM (13) on crpo~cd aurbccs(sqm)

-

Rdnlorcsmenl HYSD(Uc) Pl's(sr'nc In CM'1:3)on 0narpos8d wrlawl(xqm)

W e t r l r Stane Rltcr media P ~ I 5 ) b o I Tar

Course

~rntocdan pilchlnz b (0.

SI.No.

45

46

47

48

1 9

50

PCC 1 3 6 Mud Mat (cum) PCC (MIS) in foundation lower layer(cum)

58

59

60

6 I

62

63

61

65

66

Earthwork in Excavation In foundation. (cum)

Abut

18.9

17.0

1n.9

22.8

14.5

17.0

Abut

7 .

64.0

71.4

87.2

53.9

64.0

Brickwork In CM (1:3) In foundation (cum)

261.2

2HX.0

145.2

304.11

13 1.6

2XX.O

292.0

161I.H

Filter Medium

(rum)

Total

21.6

20.4

21.8

29.3

8.8

15.7

wlng

n.9

8.1

8.9

13.9

0.0

0.0

Abut

325.6

296.0

325.6

3118.8

211.6

296.0

wlng

2.4

2.2

2.4

3.8

0.0

0.0

Bnekflll (cum)

Tots

332.5

283.7

336.3

615.3

51.2

175.4

return

0.0

0.0

0 0

0.0

19.9

34.4

wing

43.9

40.6

44.0

67.2

0.0

0.0

Abut

308.9

264.3

310.9

449.9

140.2

230.5

0.0

11.U

11.0

34. 1 ---- 0 0

0.0

0.11 -.

69.7

Total

369.5

336.6

369.6

456.0

275.5

330.4

return

0.0

0.0

0.0

0.0

3.3

6.4

return

0.0

0.0

0.0

0.0

J.5

12.6

return

0.0

0.0

0.0

0.0

0.9

I .

wing

27.0

24.1 I

27.0

51.5

0.0

0.0

l 45.2 ! I 1 I! __ _ __ . .

Total

80.3

72.1

80.3

101.1

5 7 2

70.4

Total

21.3

19.2

21.3

26.6

15.4

18.7

23.2

25.5

50.3

0.0 ~.

43.1

24.3

33.0 -. -

0.0

parspet

1.9

3.3

2

2.3

1.2

1.2

26.9 1

284.4

313.5

195.5

33X.l

174.7

312.3

325.0

dlsmntl

0.0

120.0

154.2

217.7

0.0

0.0

Total

337.9

411.6

4 9 ~ 5

721.4

146.0

244.3

14.8

16.5

8.3

7

7.5

5

16.8 -

172.1 .._ ---.

0.0 ~~..

8.3 . -

0.0

0.0

0.0

1.9 .

0.0

0.0

0.0 .

230.1 3.8

1.3

9.3 -

1.1

1.2

2.4

0.11

2.U

1.2

1.7

0.11

9.6

15.9

17.7

10.7

9 --

9.5

17.7

18.4 -.

13.1

31.2

5 3

62.0

31.2

66.0

27.9

62.0

63.0

35.0

0.0

0.0

0.0

0.0

6.M

0.0

0.0

0.0

14.0

4.X -

4.0

4.5

8.8

0.0

7.3

4.2

6.1

0.0

36.0 -

59.3

66.5

40.1

72.8

35.1

66.2

69.1

48.9

I0I.X

157.9

196.1

98.7

254.3

77.1

190.9

222.5

136.2

0.0 ~

0.0

0.0

0.0

I .

0.0

0.0

0.0

I

X.11 , .-

6.4

7.0

13.5

ll.0

I

6.0

11.8 -- 0.0

0.7

1.3

2.4

I

1.X

1.1

1.0

1.6

0.9

13 2

0.0

96.5

. 14.2

lL6.I

10.5

9.4

11.7

14. I

123 7

165.7

302.0

127.9

40ll.7

99.6

207.3

Ld7.6

189.3

6.5 60.7

10.6

12.7

5 9

17.9

J. 6

12.0

1 . 2

71.4

114.9

51.0

226.1

JU.2

102.5

163.6 -- Y.5 I21.S

Weepholas

(I.

s .

46

SL 88.

45

46 123.9 13.8 0.0 52.9 190.5 159.7 17.6 0.0 177.3 65.3 0.0 3.0 68.3 3770 0 660 4430 232.6 1.8 0.9 52.5 26.3 12.5

We'ri* COPM

(M.Zl

Total

90.0

PCIpl5)kl - 1 m N C h

rt.b

(1-3)

0.0

Reinlo?ccrnenl HYSo(Irc)

64

65

66

Sune pitchlnt far

car* pmteetiDn

(rn.3)

1.U

h r

~ r c r W t k

W.

(I3

12.5

slab(w)

I208

mmn PlrslsrlnL InCM (1:3) on exposed sorRccr(rprn) lZrnrn PlaslcrinL In CM(1'3)on msnos'

mrlaoes(sqrn) RCC (M25j (eon)

77.7

59.6

42.3

Nter medh .nderneaIb

none pitchhc

(111.5)

0.9

Total

177.9

slab(W)

28.1

slab(r)

0

Ahul

167.4

t:nz *,

(rn.3)

0.0

dlrmntl

0.0

d w

18.9

Abut

132.0

0.11

22.8

0.0

ToIal

186.3 0.0

abnlcdp

660

d w

14.3

rcmrn

ll.il

Total

1868

parapet

31.6

14.5

11.11

11.3

s l a b ( r ) ~ b ~ t c d ~

3.0

Total

31.1

26.3

13.11

1U.h

13W.C

95.5

64.4

2 3

75.6 --

54.4

- 0.11

27.4

0.0

23.5

28.1

2 6

147.4

131.1

80.8

17.3

10.6

7.6

11.0

9.7

7.4

3.0

1.6

1.5

20.3

21.8

16.5

916

567

406

0

519

399

660

345

333

1586

1431

1138

1 7 9

82.5

65.0

2/

19

10

1.3

1.5

1.2

0.7

0.8

0.6

0.0

0.0

0 0

0.0

0.0

0.0

12.5

6.52.2

6.3

SIJo.

67

68

(cum)

Total

9.4

12.0

Granular Backflll(c~rn)

Told

60.1

102.4

Eanhwork in Excavation in foundation. (cum)

Abut

2WX.O

2XW.O

Brickwork in CM (13) in foundation (cum)

wing

0.0

0.0

PCC 1:3:6 Mud Mat (cum)

Abut

162.3

190.9

Abut

16.5

6 . 5

PCC (Ml5) in foundallon lower layer(cum)

return

19.5

24.2

Total

307.5

312.2

wing

0.0

0.0

Abul

62.0

62.0

wing

0.0

0.0

return

3.2

4.2

wlng

0.0

0.0

panpel

3.3

1.2

return

2.7

5.9

return

0.9

1.2

Total

65.2

66.2

Total

17.4

17.7

dismnu

0.0

0.0

Total

168.2

198.0

SLAB <'III,VRHT OllANTlTlES

SI. NO.

67

68

Rsinforcsmsnt HYSD(rr) wcadnr c o u m lrzl

T o u l

160.0

55.0

12mm P1astcrlnc CM(1:310n nnsrpoos6 sorfawq'sqm)

s l a w

3770

644

zomm Plar.rlnr In CM (1:3)on exposed r u r f a c a ~ s q m ) RCC (M25) (cum) Wsaphole q ~ .

so$.

5

16

Total

104.4

104.X

Abut

83.3

102.1

Abut

46.0

71.5

T o u l

4430

1304

wtng

0.0

0 0

d i m n d

0.0

0.0

d a r n

65.3

12.0

s l a q r )

0

0

S u n e p irchly fa

cad pmt8Fflon

(mA3)

0.n

1.0

s h b ( r ) a b u t a p

3.0

3.0

Total

N3.3

102.1

0.0

0.0

a b o t a p

660

660

wtng

0.0

0.0

Total

68.3

15.0

N f s r m e d h underneath

s a n s virching

(n3)

0.4

0.5

remrn

5.5

9.3

p a n p e t

52.9

21.0

RCqq b'Ra'b

(n'l)

52.5

0.0

PEqY1S))ol @I.

~ P P R ~ C I 4.b

(1-1)

26.3

0.0

Tu ppt ~WIW

W.

b2)

12.5

1 2 5

WlDBNlNLI AND RAISIN0 DETAILS OP BlAlE PlPe CllLVERTS

WIDENING AND RlllSlNG DETNLS OF HUHE WE OULVBRTS

Bume Pips Culverts QuanUUss

Aume Pipe Culverts Ouantltles 1 E x c 8 v a 6 B a d F l ~ l l n ~ : M ,' PCC(Ml5) 1 Bllek Work (m l )

-

zomm lhk Pllstcr lny on Exposed Surfaces (mZ) 1 1 RCC M Z ~ s l e e l [ H Y s D ~ ~ m W S

SL no r - - 7 - 7 - 1 T -- I--- --

1 I ,q I I d ) / q I dl r n U Y 1 , P Ly I parapet(-) / p*lapet(B,l rul lmanap n o ~ I parspet(si l P m p c t l l Tom! I ( d l I iq 1 4 1 .I 1 27 ! 7(,.'1b ~113.48

.

5 I 5 1 7 0

2 .18.116

ill

-- - ... . . -~ . ~. ~ ---- ~~- ~ - . - . ~ ~ ..

31 4.127 7.21 %\ l l l k ~ ~ l ~ l ~ . - - .. . .. .. .

~. - 23.35 h1I : \ E \ \ ( - O \ S V

84 j SE\ \ C O \ S T .

36

n ~ ~ .

. \ I 7.70

~1.811

418 ! 42.04

I4.26

8.72 2 92 111.7W

43 , 2I.04 ~

4 1 14.112 \ \ l l l k \I\<; .. . .

.-~ ..-. . . . ~ +

1.114 0.00 1 000

1.07 - -

I I,,.,,,,

~ j X 7'1 . ~

Aume Pipe Culvens QuantltlOS

Details of Utilities Shifting