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NIT No. ………….. date ……………

Last Date of Sale :-

Date of Receipt :-

Copy issued to M/s ……

S.No. Item Qty Unit Rate In Rs. Amount

1Extra for random rubble masonry with hard stone in

superstructure above plinth level and upto two stories 50.63 Cum 3812.00 193001.56

2

Providing and laying in position cement concrete including curing

compaction etc. of specified grade excluding the cost of centering

and shuttering All up to plinth level ,:1:4:8 (1 Cement : 4 fine/

coarse sand : 8 graded stone aggregate 40 mm nominal size40.00 Cum 3360.00 134400.00

3

Supplying and stacking good earth at site of work Note: Loading,

unloading and carriage to be paid extra as per

actual lead.Earth measured in stacks will be reduced by 20% foe

payment 675 Cum 206.00 139050.00

4Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine

sand) : Flush/ Ruled pointing 240.00 Sqm. 141.00 33840.00

500291.56

Terms and Condition :-

JODHPUR NAGAR NIGAM, JODHPURG-SCHEDULE

Name of Work -ward no. 62 me savitri bai harbal park mata ka than

jodhpur me vibhin sondaryakaran and vikas work 2 charan Based on Ruidp Bsr 2017

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EXECUTIVE ENGINEER

NAGAR NIGAM, JODHPUR.

I/We hereby agree to do the above work @ ___________ Above/below the "G" Schedule.

(Signature of Contractor)

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S.No. Item Qty Unit Rate In Rs. Amount

1

Dismantling of existing structures like

culverts, bridges, retaining walls, CC road and

other structure comprising of masonry,

cement concrete, wood work, steel work,

including T&P and scaffolding wherever

necessary, sorting the dismantled material,

disposal of unserviceable material and

stacking the serviceable material with all lifts

and lead of 50 metres as directed by

Engineer.Cement Concrete Grade M-15 and

above and PCC blocks

256.0 cum 427.00 109312.00

2

Earth work in excavation in foundation,

trenches etc. including dressing of sides and

ramming of bottoms, including getting out

the excavated material, refilling after laying

pipe/ foundation and disposal of surplus

excavated material at a lead upto 50m

suitable site as per direction of Engineer for

following depths, below natural ground /

Road top level. In all types soils/ saturated

soil such as moorum, sand, sandy silt, clay,

black cotton soil, kankar, etc.Depth upto 1.5

m

300 Cum 164.00 49200.00

3

Providing and laying in position cement

concrete including curing compaction etc. of

specified grade excluding the cost of

centering and shuttering All up to plinth level

,:1:4:8 (1 Cement : 4 fine/ coarse sand : 8

graded stone aggregate 40 mm nominal size128.00 Cum 3360.00 430080.00

4

Providing and laying in position cement

concrete including curing compaction etc. of

specified grade excluding the cost of

centering and shuttering All up to plinth level

1:1½:3 (1 Cement : 1½ coarse sand : 3 graded

stone aggregate 20 mm nominal size).128.00 Cum 4700.00 601600.00

5Random rubble masonry with hard stone in

foundation and plinth :Cement mortar 1:6 (1

cement : 6 coarse sand) 179.71 Cum 3190.00 573274.90

JODHPUR MUNICIPAL CORPORATION

DETAIL ESTIMATE

Name of work:-naya talab ke charo taraf sewerage,road and anya work.

Based on Ruidp Bsr 2017

6

Cement plastering including T&P, scaffolding,

material and complete labpour, including

cost of water, curing, racking of joints etc.

with 15 mm cement plaster on the rough side

of single or half brick wall of mix 1:6 (1

cement : 6 fine/ coarse sand)432.0 Sqm 161.00 69552.00

Providing, lowering, laying in trenches,

aligning, fixing in position and jointing

socketed rubber gasket type ISI marked uPVC

pipes of Class III (6 Kg/sqcm) suitable for

potable water with rubber ring joints (as per

IS 4985-2000) of following outer dia with all

accessories (excluding specials) complete

including all material, labour, hydraulic

testing and commissioning as per Technical

Specifications and as per direction of

Engineer 110 mm dia 45.0 metre 273.00 12285.00

160 mm dia 25.0 metre 564.00 14100.00

8

Providing at site, lowering & laying in

trenches, aligning & jointing of RCC pipes NP4

class (with s/s ends) IS: 458 - 2003 (amended

up to date) marked and pipes from 300 mm

and upto 1800 mm manufactured through

vertical casting process at all depths with

Rubber gaskets (EPDM/SBR) for sewer lines

as per IS: 5382 (including cost of Rubber

gaskets, lubricants) as per drawing, sectional

hydro testing of the sewer pipe line (including

cost and conveyance of water to site for

testing) etc., complete as per specification

and / or as directed by Engineer.

200 mm internal diameter

300 metre 562.00 168600.00

9

Providing granular bedding having width =

outer dia of pipe (Bc) + 500mm, thickness

below pipe = 0.25Bc or 100mm (whichever is

higher) and haunching = 0.5Bc, with graded

hard crusher broken stone of 100% passing

through 20mm sheive, 20 to 50 % passing

through 10mm sheive and 100 % retain on

6.3mm sheive, laying in layers of thickness

10/15cm including ramming, consolidation

etc complete for all type of pipes of following

sizes as per drawing and or as directed by

Engineer 200 mm diameter

300 metre 133.00 39900.00

10

Supplying & fixing 560mm dia SFRC manhole

frame & cover as per IS : 12592-2002 in

existing manholes including grouting the

frame in PCC M-15 complete in all respect as

directed by the Engineer HD-2090.00 each 2400.00 216000.00

7

11

Random Rubble stone masonary for

superstructure above plinth level one

storey height above 30 Cm. thick walls IS

1597 (Part-I) 1992 in : 1:6 (1-Cement:6-

Sand).

22.00 cum 3464.00 76208.00

12

Extra for facing as per design and detailed

specifications IS 1597 (Part-II) 1992

including additional cost of stones over

item No. 6.1 & 6.2 for :Course rubble

facing First Sort. 102.00 sqm 322.00 32844.00

13

Cement concrete flooring grade 1:2:4 (1-

Cement:2-Coarse sand:4-graded stone

aggregate) rounding off edges etc. but

excluding the cost of nosing of steps etc.

complete IS 2571-1970 :50 mm thick with

20 mm thick nominal size aggregate

10.00 cum 281.00 2810.00

14

Pointing on stone masonary in cement

sand mortar 1:3 (1-cement 3- sand) flush

or ruled pointing. 68.00 sqm 105.00 7140.00

15Carriage of Materials by mechanical

transport including loading, unloading and

stacking ::10km 556.00 Cum. 81.00 45036.00

2447941.90

1

Supplying and fixing Soorsagar Bhura or

Equivalent ashlar sills, lintels and dassa,

bearing, bed & top surface made perfenctly

even, jambs, skirting steps etc. rough

dressed: Above 15 cm. and upto 20 cm. thick12.15 Cum 0.00

0.00

Junior Engineer Assistant Engineer

J.N.N.., Jodhpur J.N.N.., Jodhpur

H-schedule

H-schedule total

Total