Buildings Schedule of Rates - 2007 Summary - YEAR Section 1 - BrickLayer/Mason Item No B-001 Description Brick work in 1:5 cement sand mortar in foundations up to D.P.C. Brick work in 1:8 cement sand mortar 9" thick in super structure ground floor Brick work in 1:8 cement sand mortar 9" thick in super structure 1 st floor Brick work in 1:8 cement sand mortar 9" thick in second floor Brick work in 1:8 cement sand mortar 9" thick in third floor Brick work in 1:5 cement sand mortar 4 1/2" thick walls in ground floor Brick work in 1:5 cement sand mortar 4 1/2" thick walls in first floor Brick work in 1:5 cement sand mortar 4 1/2" thick walls in second floor Brick work in 1:5 cement sand mortar 4 1/2" thick walls in third floor Brick work in 1:5 cement sand mortar 4 1/2" using available brick Brick work in 1:8 cement sand mortar 9" thick or above using available bricks Masonry block work 4" to 4.5" thick in walls in cement sand 1:5 mortar using hollow blocks made of cement sand to the proportion 1:10, confirming to SLS standard. Masonry block work 4" to 4.5" thick in walls in cement sand 1:5 mortar using hollow blocks made of cement sand to the proportion 1:10, confirming to SLS standard. in first floor Masonry block work 4" to 4.5" thick in walls in cement sand 1:5 mortar using hollow blocks made of cement sand to the proportion 1:10, confirming to SLS standard. in second floor Masonry block work 4" to 4.5" thick in walls in cement sand 1:5 mortar using hollow blocks made of cement sand to the proportion 1:10, confirming to SLS standard. in third floor Masonry block work 8" thick in cement sand 1:5 mortar using hollow blocks made of cement sand to a proportion 1:10, confirming to SLS standard. in groundf floor Masonry block work 8" thick in cement sand 1:5 mortar using hollow blocks made of cement sand to a proportion 1:10, confirming to SLS standard. in first floor Masonry block work 8" thick in cement sand 1:5 mortar using hollow blocks made of cement sand to a proportion 1:10, confirming to SLS standard. in second floor Masonry block work 8" thick in cement sand 1:5 mortar using hollow blocks made of cement sand to a proportion 1:10, confirming to SLS standard. in third floor Supplying & fixing vent brick, size up to 16"x8"x4" Unit Cu Rate Rs 17,277.60

Page 1 Of 25

B-002

Cu

16,730.20

B-003

Cu

17,566.70

B-004 B-005

Cu Cu

17,901.30 18,403.20

B-006

Sq

7,186.70

B-007

Sq

7,427.90

B-008

Sq

7,569.40

B-009 B-010

Sq Sq

7,781.60 4,208.50

B-011

Cu

9,056.60

B-012

Sq

6,655.70

B-013

Sq

6,890.80

B-014

Sq

7,022.10

B-015

Sq

7,218.90

B-016

Sq

11,203.20

B-017

Sq

11,684.00

B-018

Sq

11,906.50

B-019

Sq

12,240.40

B-020

No

148.60

Department of Engineering Services - Central Provincial Council

Page 2 Of 25

B-021

R.R masonry in 1:5 cement sand mortar in foundation using available rubble R.R masonry in 1:5 cement sand mortar in foundation R.R masonry in 1:5 cement sand mortar in superstructure Provision of weep holes in retaining walls with 3.5" dia PVC down pipes including metal packing around inner mouth as directed, length of pipe 2ft0" to 3ft6". Provision of weep holes in retaining walls with 3.5" dia PVC down pipes including metal packing around inner mouth as directed, length of pipe 4ft0" to 5ft6". Provision of weep holes in retaining walls with 3.5" dia PVC down pipes including metal packing around inner mouth as directed, length of pipe 6ft0" to 7ft6". Masonry block work 4" to 4.5" thick in walls in cement sand 1:5 mortar using hollow blocks made of cement sand to the proportion 1:10, confirming to SLS standard. in first floor Masonry block work 4" to 4.5" thick in walls in cement sand 1:5 mortar using hollow blocks made of cement sand to the proportion 1:10, confirming to SLS standard. in second floor Masonry block work 4" to 4.5" thick in walls in cement sand 1:5 mortar using hollow blocks made of cement sand to the proportion 1:10, confirming to SLS standard. in third floor Section 2 - Concrete Works

Cu

11,885.30

B-022 B-023

Cu Cu

15,271.50 16,638.90

B-024

No

319.30

B-025

No

420.30

B-026

No

518.80

B-029

Sq

7,235.30

B-030

Sq

7,373.10

B-031

Sq

7,579.90

Item No C-001

Description Mixing and placing Concrete grade 30, Nominal mix 1:1 :2 ( 3/4") , Mixing and placing Concrete grade 25, Nominal mix 1:1 1/2:3 ( 3/4") ,up to first floor Mixing and placing Concrete grade 20, Nominal mix 1:2:4 ( 3/4") ,up to first floor Mixing and placing Concrete 1:2 1/2:5 ( 1") mixing and placing in position using a concrete mixture Mixing and placing Concrete 1:3:6 (1 1/2") mixing and placing in position using a concrete mixture (including fuel/operator/handling) Mixing and placing Concrete grade 30, Nominal mix 1:1 :2 ( 3/4") , in first floor Mixing and placing Concrete grade 30, Nominal mix 1:1 :2 ( 3/4") , in second floor Mixing and placing Concrete grade 30, Nominal mix 1:1 :2 ( 3/4") , in third fllor Mixing and placing Concrete grade 25, Nominal mix 1:1 1/2:3 ( 3/4") ,in first floor Mixing and placing Concrete grade 25, Nominal mix 1:1 1/2:3 ( 3/4") ,in second floor Mixing and placing Concrete grade 25, Nominal mix 1:1 1/2:3 ( 3/4") ,in third floor Mixing and placing Concrete grade 20, Nominal mix 1:2:4 ( 3/4") ,in first floor

Unit Cu

Rate Rs 37,122.60

C-002

Cu

30,567.40

C-003

Cu

27,868.20

C-004

Cu

21,345.60

C-005

Cu

20,698.40

C-006

Cu

38,236.30

C-007

Cu

38,978.70

C-008

Cu

39,721.20

C-009

Cu

31,484.40

C-010

Cu

32,095.70

C-011

Cu

32,707.10

C-012

Cu

28,704.30

Department of Engineering Services - Central Provincial Council

Page 3 Of 25

C-013

Mixing and placing Concrete grade 20, Nominal mix 1:2:4 ( 3/4") ,in second floor Mixing and placing Concrete grade 20, Nominal mix 1:2:4 ( 3/4") ,in third floor Tor steel reinforcement bend to shape laid in position and tied with G.I. wire as directed Mild steel reinforcement bend to shape laid in position and tied with G.I. wire as directed Sawn timber formwork in column in ground floor Sawn timber form works for underside of floor slab Sawn timber form works for underside of floor slab Formwork in portal frames Formwork in lintels and ground concrete works, plinth beams. Work tops, 2" thick 1:2:4(3/4) complete with, reinforcement R6 4" centre and shuttering

Cu

29,261.60

C-014

Cu

29,819.00

C-015

cwt

7,328.30

C-015A

cwt

7,241.30

C-016 C-017 C-018 C-019 C-020

Sqft Sqft Sqft Sq Sq

86.10 76.20 76.20 11,855.90 3,317.40

C-021

Sq

13,051.40

C-022

C-023

8ftx2ftx1ft6ft platform in brick or rubble sides and,8ftx1ftx9" step, 2ft thick 1:2 1/2":5(1"),Concrete topping, all inclusive of two risers,rendered smooth in No 1:3 cement sand in red colour,and polished, providing 3 nos 2" dia G.I. Flag ,posts, complete w Concrete cover slabs 2" thick 1:2:4(3/4) r/f with ,6mm dia MS bars at bottom @ 4" centre. both ways, finished Sq.ft smooth and neat sides, pre-cast in, pieces not exceeding 2ftx1"6" placed in position as directed, providing drain holes if required. Concrete catch pits valve chambers in 2" thick,concrete sides and internal sides cement rendered smooth, to be leak proof, with provision for necessary pipe connection/passage, with suitable cover or grating on top to be in flush with floor level, interna Concrete catch pits, valve chambers in 2" thick concrete sides and internal sides cement rendered smooth, to be leak proof, with provision fornecessary pipe connection/passage, with suitable cover or grating on top to be in flush with floor level, interna Concrete catch pits, valve chambers in 2" thick concrete sides and internal sides cement rendered smooth, to be leak proof, with provision for necessary pipe connection/passage, with suitable cover or grating on top to be in flush with floor level, intern Drain 9"X6" concrete 1:2 1/2:5 (1") 3" thick expansion joints at 10ft crs 1/2" thick , 1:3 cement sand rendering finish smooth, including neccessary excavation form work, laying polythene membrane and laid to required slope Drain 9"X12" concrete 1:2 1/2:5 (1") 3" thick expansion joints at 10ft crs 1/2" thick , 1:3 cement sand rendering finish smooth, including neccessary excavation form work, laying polythene membrane and laid to required slope Drain 9"X18" concrete 1:2 1/2:5 (1") 3" thick expansion joints at 10ft crs 1/2" thick , 1:3 cement sand rendering finish smooth, including neccessary excavation form work, laying polythene membrane and laid to required slope

22,005.50

125.50

C-024

No

332.50

C-025

No

430.60

C-026

No

920.00

C-027

L.ft

275.20

C-028

L.ft

374.50

C-029

L.ft

431.30

Department of Engineering Services - Central Provincial Council

Page 4 Of 25

C-030

2ft 6" ramp and 9"X6" Drain 1:2 1/2:5(1") concrete 3" thick with 1:3 plaster finish smooth,including neccessary excavation,form work,providing expansion joints at 10ft centers and laying polythene sheet

L.ft

501.40

C-031

C-032

Readymixed concrete grade 20 slump 12 pumped to required level with a concrete pumping machine , rate Cu.m including placing the concrete, porker vibrating the concrete, levelling the concrete and curing the concreting Tor steel reinforcement bend to shape laid in position and tied with G.I. wire as directed in ground floor to first cwt floor Tor steel reinforcement bend to shape laid in position and tied with G.I. wire as directed in first floor to second floor Tor steel reinforcement bend to shape laid in position and tied with G.I. wire as directed in second floor to third floor Section 3 - Demolisher cwt

10,551.90

7,511.50

C-033

7,694.70

C-034

cwt

7,877.90

Item No D-001

Description Ceiling asbestos removing including timber framework, stacking serviceable materials and debris cleared away Ceiling, existing removed materials stacked and debris cleared in two storyed building Doors, windows, partitions, weld mesh, shelving removed from existing walls and stacked 9" Drain cement and sand bricks, demolished and debris cleared Floor paving brick, concrete or rubble inclusive of rendering and debris cleared away Corrugated sheets, iron, asbestos or aluminium alloy removed from Roof including fame work inclusive of wiring and fixtures, gutters, valance boards etc.. in single story buildings Corrugated sheets, iron, asbestos or aluminium alloy removed from Roof including fame work inclusive of wiring and fixtures, gutters, valance boards etc.. in two storeyed buildings Corrugated sheets, iron, asbestos or aluminium alloy removed from Roof including fame work inclusive of wiring and fixtures, gutters, valance boards etc.. in three storeyed buildings Roof removing tile with fame work inclusive of wiring and fixtures, gutters, valance boards etc., stacking and clearing debris in in single storey buildings Tiles calicut or half round , removed from roof of single storey buildings including stacking and clearing debris Roof removing tiles with fame work inclusive of wiring and fixtures, gutters, valance boards etc.. ,stacking and clearing debris in two storeyed buildings.

Unit Sq

Rate Rs 1,399.20

D-002

Sq

1,498.70

D-003

Sq

588.80

D-004

L.ft

17.60

D-005

Sq

540.00

D-006

Sq

479.00

D-007

Sq

513.70

D-008

Sq

548.50

D-009

Sq

1,313.30

D-010

Sq

270.00

D-011

Sq

834.30

D-012

Tiles calicut or half round , removed from roof of two Sq storeyed buildings including stacking and clearing debris Roof removing tiles with fame work inclusive of wiring and fixtures, gutters, valance boards etc., stacking and clearing debris in three storeyed buildings and above. Tiles calicut or half round , removed from roof of three storeyed buildings and above, including stacking and clearing debris

417.20

D-013

Sq

1,313.30

D-014

Sq

556.20

Department of Engineering Services - Central Provincial Council

Page 5 Of 25

D-015 D-016 D-017 D-018 D-019

Truss steel or timber 20 ft. span Truss steel or timber 25 ft. span Truss steel or timber 30 ft. span Walls bricks 4 1/2" thick inclusive of plaster and any fixtures Walls bricks above 9" thick inclusive of plaster and any fixtures Rubble masonry in cement, demolished, rubble stacked and debris removed inclusive of plaster and any fixtures Reinforced concrete Walls, beams or slabs up to first floor Reinforced concrete Walls, beams or slabs up to 2nd floor Reinforced concrete Walls, beams or slabs up to 3rd floor Door or window size up to 40Sq ft removed from existing walls and stacked Door or window size over 40Sq ft removed from existing walls and stacked Door or window sash only size up to 40Sq ft removed from existing walls and stacked Door or window sash only size over 40Sq ft removed from existing walls and stacked Gutters, down pipes, valley GI or PVC including fixtures removed cleaned and stacked. Boards, valance and barge removed cleaned and stacked. Low-level suits, squatting pans removed and stacked. wash basins, cisterns, sinks, urinals removed and stacked. Ridges, asbestos or tile, removed cleaned and stacked. Pipes PVC, GI, removed cleaned and stacked. Rendering, cement, chipped and debris cleared away from brick walls and floors Rendering, cement, chipped and debris cleared away from cement concrete floors and walls Fence uprooted, barbed wire 5 strands rolled up and all materials stacked (Length of fencing to be measured) Tiled, glazed demolished and debris cleared Section 4 - Excavator

No No No Sq Cu

1,139.40 1,424.30 1,709.10 1,112.40 1,390.50

D-020

Cu

1,729.70

D-021 D-022 D-023

Cu Cu Cu

11,372.40 11,678.90 12,533.40

D-024

No

540.00

D-025

No

810.00

D-026

Sq

660.00

D-027

Sq

990.00

D-029

L.ft

4.60

D-030 D-031 D-032 D-033 D-034

L.ft No No L.ft L.ft

3.50 221.40 138.40 6.70 2.20

D-035

Sq

622.70

D-036

Sq

933.80

D-037

L.ft

26.30

D-038

Sq

1,107.00

Item No E-001

Description De-watering during construction in work under water table, for plaster work.

Unit Sq

Rate Rs 648.00

Department of Engineering Services - Central Provincial Council

Page 6 Of 25

E-002

Earth excavation in levelling site inclusive of haulage up to 100 yds. (manual cutting only up to 150 cbs) Earth excavation in levelling site inclusive of haulage up to 100 yds. (machine cutting only) in ordinary soil Excavation in foundations in normal earth up to depth of 5ft0" inclusive of backfilling, compacting and disposal of surplus earth. Excavation in foundations in soft rock requiring manual digging, up to depth of 5ft0" inclusive of backfilling and disposal of surplus materials. Excavation in levelling site in hard rock involving blasting inclusive of haulage up to 100 yds., and piling rubble, extra over earth excavation payable on rubble measurement only. Excavation in levelling site in soft rock involving manual digging inclusive of haulage up to 100 yds.

Cu

850.00

E-003

Cu

290.90

E-004

Cu

1,255.00

E-005

Cu

1,680.00

E-006

Cu

2,210.20

E-007

Cu

1,660.00

E-008

E-009

Excavation in WELLS / PITS in normal earth up to depth of 5 ft 0" inclusive of backfilling behind wall/ ring Cu and disposal of surplus earth, RATE INCLUDE FOR shoring. Excavation in WELLS / PITS in normal earth 5ft 0" to 10ft0" depth inclusive of backfilling behind wall/ring and Cu disposal of surplus earth, RATE INCLUDES FOR shoring Excavation in WELLS / PITS in normal earth 10ft 0" to 15ft0" depth inclusive of backfilling behind wall/ring and Cu disposal of surplus earth, RATE INCLUDES FOR shoring Excavation in WELLS / PITS in normal earth 15ft 0" to 20ft0" depth inclusive of backfilling behind wall/ring and Cu disposal of surplus earth, RATE INCLUDES FOR shoring Filling earth and compacting 6" layers in large quantities, rate includes for transport 100 yds. Filling earth and compacting 6" layers under floors, rate includes for transport 100 yds. Shoring for excavations below water table. Wells bailed out and cleaned total depth up to 10ft0"(measured, capacity of well below water table) Wells bailed out and cleaned total depth up to 18ft0"(measured, capacity of well below water table) Wells bailed out and cleaned total depth up to 25ft0"(measured, capacity of well below water table) Extra over excavation for removing boulders size exceeding 2cft.,in any manner (volume of each boulder measured as 0.75xaverage breadth squared x length) Haulage of earth more than 100 yards away from site deposited and spread by any means. Levelling ground to required grading cutting lumps and spreading and compacting manually. Disposal of surplus earth, inclusive of loading and unloading and transport up to 5 km Cu

1,390.00

1,930.00

E-010

2,740.00

E-011

3,570.00

E-012

985.00

E-013

Cu

1,140.00

E-014

Sq

2,956.10

E-015

1000gl

675.00

E-016

1000gl

1,350.00

E-017

1000gl

1,890.00

E-018

Cu.ft

27.00

E-019

Cu

337.50

E-020

Sq

108.00

E-021

Cu

592.30

E-022

Compacting Gravel filled in 6" layers by manual tamping Cu as specified. (Available gravel at site)

816.00

Department of Engineering Services - Central Provincial Council

Page 7 Of 25

E-023

River sand supplied and spread in layers as specified under foundations, drainage sand blankets, filters, around soakage pits, wells etc. Compacting Gravel in 6" layers by any means except manual tampering as specified. ( gravel available at site)

Cu

4,147.20

E-024

Cu

370.00

E-025 E-026

Rock excavation in column of wall foundation ( 4ft x 4ft x Cu 2ft) Sand filling ( cushion ) under foundation Section 5 - Flooring/Paving Cu

5,073.20 4,237.90

Item No F-001

Description Floor - brick 3" thick, 1:3 cement rendered with expansion joints 3/8" thick filled in 1:2 bitumen sand. ( rate including for curing) Floor - brick 3" thick, 1:3 cement rendered with expansion joints 3/8" thick filled in 1:2 bitumen sand rate including for curing, extra over on colour cement for rendering .( rate including for curing) Floor - brick 3" thick, 1:3 cement rendered with expansion joints 3/8" thick filled in 1:2 bitumen sand rate including for curing , bricks available. Floor concrete 1:2 1/2:5(1") 3" thick 1:3 cement rendered with expansion joints 3/8" thick filled in 1:2 bitumen sand, rate including for curing, compacting ground and laying polythene sheet under the concrete. Floor concrete 1:2 1/2:5(1") 3" thick with expansion joints 3/8" thick filled in 1:2 bitumen sand rate including for curing, compacting ground and laying Floor paved with approved cement pressed tiles on 1:3 cement mortar joints filled with cement grout of matching colour. (concrete base measured separately) Floor paved with approved pattern and colour ceramic floor tiles on 1:3 cement mortar, joints filled with cement grout of matching colour. concrete base measured separately) Floor re- rendered 1:3 cement sand after demolition and clearance of the damaged areas, providing expansion joints 3/8" thick filled in 1:2 bitumen sand ( rate including for curing) Floor rendered 1:3 cement sand with expansion joints 3/8" thick filled in 1:2 bitumen sand ( rate including for curing) Floor rendered 1:3 cement sand with expansion joints 3/8" thick filled in 1:2 bitumen sand in approved colour cement. ( rate including for curing) Extra over rendering, for colour cement waxing and polishing. Tiles glazed of approved pattern and colour with all specials supplied and fixed to walls including raking plaster and bedding in cement mortar 1:3.Joints finished with cement grout of matching colour. Waterproofing in upper floor bathrooms, water tanks etc. with, cementitious water proofing material (Baraelastic) two coats applied on the sloping bed Section 6 - General/Misce

Unit Sq

Rate Rs 9,140.20

F-002

Sq

325.70

F-003

Sq

8,131.80

F-004

Sq

8,131.40

F-005

Sq

5,017.60

F-006

Sq

12,006.30

F-007

Sq

16,531.00

F-008

Sq

2,585.00

F-009

Sq

3,160.30

F-010

Sq

3,304.50

F-011

Sq

1,356.00

F-012

Sq

18,358.80

F-013

Sq

9,729.60

Item No G-001

Description Clearing jungle along the fence

Unit L.ft

Rate Rs 5.40

Department of Engineering Services - Central Provincial Council

G-002 G-003 G-004 G-005 G-006 G-007 G-008 G-009 G-010 G-011 G-012 G-013

Cutting coconut trees removing root ball and stacking logs. Cutting coconut trees removing stumps to ground cutting trees girth 1ft 6" to 3ft 0", removing rootball and stacking logs. cutting trees girth 1ft 6" to 3ft 0",stacking logs. cutting trees girth 3ft 1" to 4ft 6", removing rootball and stacking logs. cutting trees girth 3ft 1" to 4ft 6",stacking logs. cutting trees girth 4ft7" to 6ft0", removing rootball and stacking logs. cutting trees girth 4ft7" to 6ft0",stacking logs. cutting trees girth 6ft1" to 7ft6", removing rootball and stacking logs. cutting trees girth 6ft 1" to 7ft 6",stacking logs. cutting trees girth 7ft7" to 9ft0", removing rootball and stacking logs. cutting trees girth 7ft7" to 9ft0",stacking logs. Fence barbed wire 5 strands 12 1/2 BWG with 4 points at 3" crs and R.C.C posts 1:2:4 (3/4") 5ft7" high, R/F with 4 nos 1/4" rods with 14 BWG stirrups at 8ftcrs, cement concrete foundations 1:3:6(1 1/2")to corner posts and struts and straighteningbolts all Fence barbed wire 8 strands 12 1/2 BWG with 4 points at 3" crs and R.C.C posts 7ft6" high fixed at 8ftcrs, cement concrete foundations 1:3:6(1 1/2") to corner posts and struts and straightening bolts all as per type plan, the struts to be r/f with 4 nos Fence posts intermediate, or struts, cement concrete 1:1 1/2:3(3/4") r/f with 4 nos 6mm msrods and 14 BWG wire stirrups @ 4"crs.,5ft7" high and section 6"x6" bottom and 4"x4" top, as per drawing Fence posts intermediate, or struts, cement concrete 1:1 1/2:3(3/4) r/f with 4 nos 6mm ms rods and 14 BWG wire stirrups @ 4"crs.,7ft6" high and section6"x6" bottom and 4"x4" top, as per drawing Fence posts RC ,available, re fixed rate to include for concreting where necessary. Fence wire barbed 12 Gauge 4 points, available. strengthened and fixed on existing concrete or timber posts. Fence wire barbed 12 Gauge 4 points, supplied and fixed on existing concrete or timber posts. Flight of steps in 1:2 1/2 :5(1") concrete overallwidth 5ft0", waist 4" on well compacted ground,waist below ground level, curb walls 6" thickoverall height 1ft6" in outer surface, rateincludes all formwork and rendering exposedsurfaces 1:3 , size of step Landing in flight of steps 5ft0" wide overall base4" thick, curb walls 6"thick and 1ft6" height externally, in1:2 1/2:5(1) concrete, cement rendered 1:3. Chain link mesh fence 7ft high for 50ft Supply and laying 1.5mX 1.0m X 1.0m Gabion boxes

Page 8 Of 25

No No No No No No No No No No No No

1,953.00 1,386.00 3,116.40 1,971.60 4,515.60 3,370.80 6,487.20 5,191.20 8,775.60 7,663.20 10,691.40 9,579.00

G-014

L.ft

150.40

G-015

L.ft

160.10

G-016

No

824.50

G-017

No

860.60

G-018

No

69.50

G-019

L.ft

2.90

G-020

L.ft

5.70

G-021

L.ft

1,657.60

G-028

L.ft

1,388.90

G-030 G-031

Sqft No

203.60 6,567.50

Department of Engineering Services - Central Provincial Council

Page 9 Of 25

G-032 G-033

Supply and laying 2.0mX 1.0m X 1.0m Gabion boxes Supply and laying 1.0mX 1.0m X 1.0m Gabion boxes

No No

8,898.60 4,694.30

G-034

Supplying and laying Geo textile layer behind the gabion Sq.m retaining wall type T.S. 30 Section 7 - Health & Sewer

302.20

Item No H-001 H-002

Description Elbow pvc 4" supplied and fixed Bend PVC 4" supplied and fixed ,tye 400 Drains laid pvc 4" (type 400) Supplied and laid in medium soil, joints embedded in 1:3:6 (1 1/2") concrete including necessary excavation, back filling, and compeltion invert depth to 2ft to 3ft Drains laid pvc 4" (Type 400) supplied and laid in medium soil,joints embedded in 1:3:6(2) concrete including necessary excavation,back filling and compaction, invert depth up to 2ft0" Drains laid PVC 6" (Type 1000) in medium soil joints embedded in 1:3:6(2) concrete,including necessary excavation,backfilling and completion, invert depth 2ft0" to 3ft0" Drains laid PVC 6" (Type 1000) in medium soil joints embedded in 1:3:6(2) concrete,including necessary excavation,backfilling and completion, invert depth up to 2ft Gully PVC 6" supplied and fixed including concreting and supplying necessary grating. Manhole 2ftx2ftx2ft internally complete with ct concrete 1:2:4 in 3" thick base, cooping on top opf brick walls channelling and bending, walls 9" brick, 1:3 cement rendered 3" thick RC. cover r/f 10mm tor @ 6"cc. both ways, complete with lifting handles. Manhole 2ft x2ft internally complete with ct concrete 1:2:4 in 3" thick base, cooping on top opf brick walls channelling and bending, RCC 1:2:4 in 2" thick cover slab R/f,walls 9" brick, 1:3 cement rendered,extra over for each additional depth Manhole 3ft 6"x2ft3"x2 ft internally with ct concrete 1:2:4 in 3" thk base ,channelling, walls 9" brick, 1:3 cement rendered 3" thick RC. cover r/f 10mm tor @ 6"cc. both ways, complete with lifting handles. Manhole 3ft 6"x2ft 3"internally with concrete base ,channeling, walls 9" brick, 1:3 cement rendered 3" thick RC. cover r/f 10mm tor @ 6"cc. both ways, complete with lifting handles.extra over each additional depth Shallow drains in floors 3" diameter in ct concrete 1:2:4, 3" thick in bottom and sides including ct rendering Soakage pit 4ft diameter internal fully built type invert depth level of 3ft0", raised 6" above ground level complete with RC cover as per type plan.CP/K/119/91A Soakage pit 4ft diameter internal semi built type, built up from invert depth level of 3ft0" raised 6" above ground level complete with RC cover as per type plan.CP/K/119/91A T, pvc 4" supplied and fixed Soakage pit 6ft diameter internal fully built type invert depth level of 3ft0", raised 6" above ground level complete with RC cover as per type plan CP/K/253/92A

Unit No No

Rate Rs 397.30 513.10

H-003

L.ft

98.30

H-004

L.ft

85.70

H-005

L.ft

239.90

H-006

L.ft

216.80

H-007

No

304.80

H-008

No

6,839.50

H-008A

L.ft

1,783.00

H-009

No

10,460.10

H-010

L.ft

2,365.00

H-011

L.ft

179.80

H-012

No

44,048.20

H-013

No

22,762.70

H-014

No

414.80

H-015

No

56,494.10

Department of Engineering Services - Central Provincial Council

H-016

Vent pvc 4" diameter (type 400) fixed on walls with timber plugs and pvc brackets. (Specials paid separately) Construction of septic tanks for 15 persons 7ft X 2ft 6" internally As per detail drawing No. CP/K/117/91A Construction of septic tanks for 25 persons 8ft X 2ft 6" internally As per detail drawing No. CP/K/117/91A Septic tank for 25 persons as per type plan complete, extra over for invert depth exceeding 2ft to 6ft , per each additional foot.

Page 10 Of 25

L.ft

89.10

H-016A

No

47,655.70

H-017

No

51,726.00

H-018

No

4,687.20

H-019

Septic tank for 50 persons invert depth up to 2ft6" complete as per Type plan No:CP/K/121/91A. Septic tank for 50 persons as per type plan complete, extra over for invert depth exceeding 2ft to 6ft, per each additional foot. Septic tank for 100 persons invert depth up to 7ft6" complete as per Type plan No:CP/K/121/91A. Septic tank for 100 persons as per type plan complete, extra over for invert depth exceeding 2ft to 6ft, per each additional feet. Section 8 - Electrical

No

68,420.60

H-020

L.ft

5,440.40

H-021

No

98,538.00

H-022

L.ft

7,651.20

Item No I-001

Description Lamp point wiring

Unit No

Rate Rs 657.80

water tight lamp point wiring I-002 No 633.80

I-003 I-004 I-005

Indoor bracket lamp point wiring Stairway lamp point wiring Ceiling fan point wiring complete with fan hook 5 A.M.P. socket outlets

No No No

726.80 1,295.00 831.00

I-006

No

794.70

I-007 I-008

13 .A.M.P. socket outlets 15 A.M.P Socket out let 15 A.M.P. switch socket outlet c/w 20A D.P. switch with neon indicator lamp Lamp point wiring

No No

1,049.90 1,132.50

I-009

No

1,794.30

I-010

No

633.60

I-011 I-012 I-013 I-014

Water tight lamp with point wiring Indoor bracket lamp point Stairway lamp point Ceilling fan point wiring complete with fan hook

No No No No

633.60 684.90 1,244.00 1,115.30

Department of Engineering Services - Central Provincial Council

Page 11 Of 25

I-015 I-016 I-017

5 AMP soket out let 13 AMP soket out let 15 AMP soket outlet 2 Way SP x N Distribution Board complte with 30 AMP 2P M.C.B. and R.C.C.B. 4 Way SP x N Distribution Board complte with 30 AMP 2P M.C.B. and R.C.C.B. 6 Way SP x N Distribution Board complte with 30 AMP 2P M.C.B. and R.C.C.B. 8 Way SP x N Distribution Board complte with 30 AMP 2P M.C.B. and R.C.C.B. 10 Way SP x N Distribution Board complte with 30 AMP 2P M.C.B. and R.C.C.B. 12 Way SP x N Distribution Board complte with 30 AMP 2P M.C.B. and R.C.C.B. 2 Way SP x N Distribution Board complte with 60 AMP 2P M.C.B. and R.C.C.B. 4 Way SP x N Distribution Board complte with 60 AMP 2P M.C.B. and R.C.C.B. 6 Way SP x N Distribution Board complte with 60 AMP 2P M.C.B. and R.C.C.B. 8 Way SP x N Distribution Board complte with 60 AMP 2P M.C.B. and R.C.C.B. 10 Way SP x N Distribution Board complte with 60 AMP 2P M.C.B. and R.C.C.B. 12 Way SP x N Distribution Board complte with 60 AMP 2P M.C.B. and R.C.C.B. Supplying and Installation of 2 way SPxN Distribution Board complte with 60 AMP, 4P, M.C.B. and 2 Nos 32A, 3P, M.C.B. in surface mount plastic enclosure Supplying and Installation of 4 way SPxN Distribution Board complte with 60 AMP, 4P, M.C.B. and 4 Nos 16A, 3P, M.C.B. type 3 in surface mount metal enclosure Supplying and Installation of 2 way TP/N Distribution Board complte with 100 AMP, 4P, M.C.B. and 2 Nos 30/60AMP, 3P, M.C.B. in surface mount metal enclosure Supplying and Installation of 4 way TP/N Distribution Board complte with 125 AMP, 4P, M.C.B. and 4 Nos 30/60AMP, 3P, M.C.B. in surface mount metal enclosure Supplying and Installation of 20-100 MP, 4P, M.C.C.B. a in surface mount metal enclosure Supplying and Installation of 30 AMP, 2P, Isolator complete with plastic enclosure Supplying and Installation of 60 AMP, 2P, Isolator complete with plastic enclosure

No No No

838.40 1,024.50 1,105.40

I-018

No

7,103.90

I-019

No

8,177.90

I-020

No

9,371.90

I-021

No

10,355.90

I-022

No

11,579.90

I-023

No

12,443.90

I-024

No

6,044.90

I-025

No

8,700.00

I-026

No

9,684.00

I-027

No

10,668.00

I-028

No

11,892.00

I-029

No

12,756.00

I-030

No

9,468.30

I-031

No

16,682.20

I-032

No

37,290.00

I-033

No

67,476.00

I-034

No

13,950.00

I-035

No

1,808.20

I-036

No

2,318.20

Department of Engineering Services - Central Provincial Council

Page 12 Of 25

I-037

Supplying and Installation of 30 AMP, 4P, Isolator complete with plastic enclosure Supplying and Installation of 60 AMP, 4P, Isolator complete with plastic enclosure Supplying and Installation of 30 AMP, 2P, R.C.C.B. ( 30 MA) complete with plastic enclosure Supplying and Installation of 60 AMP, 2P, R.C.C.B. ( 30 MA) complete with plastic enclosure Supplying and Installation of 40 AMP, 4P, R.C.C.B. ( 30 MA) complete with plastic enclosure Supplying and Installation of 60 AMP, 4P, R.C.C.B. ( 30 MA) complete with plastic enclosure 2 X 1 Sqmm + 2.5 Sqmm Cable 2 X 2.5 Sqmm + 2.5 Sqmm E Cable 2 X 4.5 Sqmm + 2.5 Sqmm E Cable 2 X 6.5 Sqmm + 6.5 Sqmm E Cable 2 X 10 Sqmm + 10 Sqmm E Cable 2 X 16 Sqmm + 16 Sqmm E Cable 2 X 25 Sqmm + 16 Sqmm E Cable 4 X 25 Sqmm + 25 Sqmm E Cable 4 X 4 Sqmm + 4 Sqmm E Cable 4 X 6 Sqmm + 6 Sqmm E Cable 4 X 10 Sqmm + 10 Sqmm E Cable 4 X 16 Sqmm + 16 Sqmm E Cable 4 X 25 Sqmm + 16 Sqmm E Cable 4 X 35 Sqmm + 16 Sqmm E Cable 2 X 1 Sqmm + 2.5 Sqmm Cable 2 X 2.5 Sqmm + 2.5 Sqmm E Cable 2 X 4.5 Sqmm + 2.5 Sqmm E Cable 2 X 6.5 Sqmm + 6.5 Sqmm E Cable 2 X 10 Sqmm + 10 Sqmm E Cable 2 X 16 Sqmm + 16 Sqmm E Cable 2 X 25 Sqmm + 16 Sqmm E Cable

No

2,828.20

I-038

No

3,542.20

I-039

No

3,372.00

I-040

No

4,901.90

I-041

No

5,207.90

I-042

No

6,635.90

I-043 I-044 I-045 I-046 I-047 I-048 I-049 I-050 I-051 I-052 I-053 I-054 I-055 I-056 I-057 I-058 I-059 I-060 I-061 I-062 I-063

Lft Lft Lft Lft Lft Lft Lft Lft Lft Lft Lft Lft Lft Lft Lft Lft Lft Lft Lft Lft Lft

69.00 90.00 123.00 178.00 251.20 494.10 625.80 771.90 230.10 281.10 524.60 686.00 835.30 1,057.20 67.90 88.80 121.80 178.00 251.20 359.60 509.60

Department of Engineering Services - Central Provincial Council

Page 13 Of 25

I-064 I-065 I-066 I-067 I-068 I-069 I-070

4 X 25 Sqmm + 25 Sqmm E Cable 4 X 4 Sqmm + 4 Sqmm E Cable 4 X 6 Sqmm + 6 Sqmm E Cable 4 X 10 Sqmm + 10 Sqmm E Cable 4 X 16 Sqmm + 16 Sqmm E Cable 4 X 25 Sqmm + 16 Sqmm E Cable 4 X 35 Sqmm + 16 Sqmm E Cable

Lft Lft Lft Lft Lft Lft Lft

770.70 229.00 281.10 408.40 569.80 835.30 1,057.20

I-071

Pendent lamp c/w 200mm dia. conical plastic shade and No 60W incandescent bulb Pendent lamp c/w 200mm dia. glass globe and 60W incandescent bulb Water tight bracket lamp c/w 200mm dia. clear acrylic globe and 15W C.F.L. bulb, 4 star rating Indoor bracket lamp c/w 200mm dia. opal white glass globe and 40W incandescent bulb Recessed florecent lamp fittings 1200mm x 600mm, complete with polished aluminium double parabolic louver and 2 x 36 bulb

246.80

I-072

No

1,272.80

I-073

No

1,243.00

I-074

No

1,062.20

I-075

No

4,221.90

I-076

Florecent lamp fittings 1200mm single batten type with 1 No x 36W bulb Florecent lamp fittings 1200mm single totaly encased suspension type with 1 x 36W bulb Florecent lamp fittings 600mm single totaly encased suspension type with 1 x 36W bulb Florecent lamp fittings 1200mm single, complete with prismatic diffuser and 1 x 36W bulb suspension type Florecent lamp fittings 600mm single, complete with prismatic diffuser and 1 x 18W bulb suspension type Florecent lamp fittings 1200mm twin, complete with prismatic diffuser and 2 x 36W bulb suspension type Florecent lamp fittings 1200mm single, industrial type c/w 1 x 36W bulb suspension type Florecent lamp fittings 1200mm twin, industrial type c/w 2 x 36W bulb suspension type Florecent lamp fittings 600mm single, industrial type c/w 18W bulb suspension type Rescessed down light complete with 250 D.A. polish aluminium. Reflector and 20W C.F.L. bulb , 4 strar rating Bulk head lamp water tight c/w 18 W CFL bulb 4 star rating Door Bell No

1,246.40

I-077

1,822.40

I-078

No

1,460.80

I-079

No

1,219.80

I-080

No

979.80

I-081

No

2,161.80

I-082

No

1,459.80

I-083

No

2,881.80

I-084

No

1,279.80

I-085

No

1,351.80

I-086 I-087

No No

1,103.50 450.00

Department of Engineering Services - Central Provincial Council

Page 14 Of 25

I-088

Supplying and Installation of ceiling fan 1400mm dia. complete with 5 speed regulator (Excuding wiring) Supplying and Installation of 200mm dia. Exhust fan with Auto shutter (Excuding wiring) Supplying and Installation of 250mm dia. Wall fan with speed regulator to work order (Excuding wiring)

No

5,299.40

I-089

No

5,761.40

I-090

No

11,053.50

I-091

Supplying and Installation of Earth electrode 20mm dia. 5 feet long to working order complte with forming of gully No around the pipe Supplying and Installation of 5 amp socket outlet Supplying and Installation of 13 amp socket outlet Supplying and Installation of 15 amp socket outlet Section 9 - Joiner No No No

967.50

I-092 I-093 I-094

249.70 256.00 292.50

Item No J-001

Description Barrel bolts 4" brass supplied & fixed Barrel bolts 4" ox. iron supplied & fixed

Unit No

Rate Rs 219.00

J-002

No

126.60

J-003 J-004 J-005 J-006 J-007 J-008 J-008b

Barrel bolts 6" brass supplied & fixed Barrel bolts 6" ox. iron supplied & fixed Butt hinges brass 4"x2 1/2" Butt hinges oxidized iron 4"x2 1/2" Cabin hook 4" to 6" supplied & fixed Casement stays 10" Iron oxidized supplied and fixed. Casement stays 12" Iron oxidized supplied and fixed.

No No Pr Pr No No No

291.00 141.00 656.40 253.40 27.70 148.40 159.20

J-009

J-010

J-011

Collapsible door, iron, open type complete with locking arragment and two coats anticorrosive paint,two coats Sq.ft of enamal paint. Door 1 1/8" thick, battened sash with 3 3/4"x1 3/4" frame, incl.1 timber, oxidized heavy duty furniture 4"x21/2" withinside and out side 4" barrel bolts in lieu of Sq.ft lock andpainted sashes two coats cream enamel paint &frame two coats brown enamel paint, Door 1 1/8" thick battened, sash with 3 3/4"x1 3/4" frame with, inJack/special timber, oxidized heavy duty Sq.ft furniture withbarrel painted sashes two coats cream enamel paint &frame two coats brown enamel paint, Door 1 1/8" thick paneled sash with 3 3/4"x2 3/4" frame,in cl.1 timber, oxidized heavy duty furniture, Union Sq.ft or Yale original morticelock, sashes painted two coats cream and framepainted two coats brown enamel paint allcomplete .(single shash) Door 1 1/8" thick paneled sash with 3 3/4"x2 3/4" frame,in Jack/special timber, oxidized heavy duty Sq.ft furniture, Union or Yale original mortice lock, sashes painted two coats cream and frame painted two coats brown enamel paint all complete .

554.30

470.70

475.50

J-012

795.70

J-013

763.50

Department of Engineering Services - Central Provincial Council

J-014

J-015

J-016

J-017

J-018

J-019

Door 1 1/8" thick paneled & glassed double hungsashes and top fanlight 3 3/4"x2 3/4" frame,cl.1timber,oxidized heavy duty furniture, Union orYale original mortice lock,sashes painted 2coats cream and frame painted 2 coats brownenamel paint all complete Door 1 1/8" thick paneled & glassed double hungsashes and top fanlight 3 3/4"x2 3/4" frame,in Jack/specialtimber,oxidized heavy duty furniture,Union orYale original mortice lock,sashes painted 2coats cream and frame painted 2coats brownenamel paint all Door 1 1/8" thick paneled, with 3 3/4"x1 3/4" frame, in cl.1 timber, oxidized heavy duty furniture with inside and out side 4" bolts in lieu of lock and painted sashes two coats cream enamel paint &frame two coats brown enamel paint, Door 1 1/8" thick paneled, with 3 3/4"x1 3/4" frame, inJack/special timber, oxidized heavy duty furniture withinside and out side 4" bolts in lieu of lock andpainted sashes two coats cream enamel paint &frame two coats brown enamel paint, Door 1 1/8" thick plywood sash with 3 3/4" x 2 3/4" Cl.1timber frame, oxidized heavy duty furniture, Unionor Yale original mortice lock, sashes painted twocoats cream and frame painted two coats brownenamel paint all complete as per Type Door 1 1/8" thick plywood sash with 3 3/4" x 2 3/4" specialtimber frame, oxidized heavy duty furniture, Unionor Yale original mortice lock, sashes painted twocoats cream and frame painted two coats brownenamel paint all complete as per Type... Dr.

Page 15 Of 25

Sq.ft

768.90

Sq.ft

922.40

Sq.ft

601.20

Sq.ft

869.40

Sq.ft

602.50

Sq.ft

570.30

J-020

Door and window frames repaired and re-fixed ,Timber if No used measured separately Door or window sash repaired and re- fixed(timber, except beadings if used measuredseparately) Draw rings 1 1/2" supplied and fixed Glass panes replacing 1/8" clear rate includes for necessary beadings etc. Glass panes replacing 1/8" pinhead ,rate includes for necessary beadings etc. Hasp & staple 4" to 6" supplied and fixed with 2" heavy duty Union padlock Lock rim or night latch (Chinese) supplied & fixed Lock Union or equivalent mortice, supplied & fixed Lock Union or equivalent mortice, supplied & fixedto double hung doors Security weld mesh door sash with lock, in GI weld mesh 2"x2" SWG 10, welded on 40x40x5 mm MSangle frame complete with application of twocoats brown enamel paint over two coats ofanticorrosive paint complete . Security weld mesh in open type buildings in GIweld mesh 2"x2" SWG 10, welded on 40x40x5 mm angle frame complete with application of twocoats brown enamel paint over two coats ofanticorrosive paint complete . Special security grille fixed on aluminium windows complete .(in 18mmx5mm flat iron frame & SWG 10, 50x50mm weld mesh complete with painting as directed ) Special security grille fixed on aluminium windows complete to detail with frame in 18x5mm M.S flats Internal horizontal members in 12x5mm.M.S flat at 4" crs. Properly welded and fixed to walls withrole plugs ,screws inclusive of appl two coats ofblack

132.00

J-021

Sq.ft

66.00

J-022

No

83.70

J-023

Sq.ft

134.20

J-023B

Sq.ft

136.00

J-024

No

597.80

J-025 J-026

No No

369.00 3,196.50

J-027

No

5,710.50

J-028

Sq.ft

417.00

J-029

Sq.ft

261.90

J-030

Sq.ft

198.30

J-030a

Sq.ft

222.00

Department of Engineering Services - Central Provincial Council

Page 16 Of 25

J-031

Timber used in repairing door & window frames ,Class. 1 4"x2"(measured finished work) Timber used in repairing door & window frames ,Class. 1 4"x3".(measured finished work) Timber used in repairing door & window frames ,Jack/special 4"x2".(measured finished work) Timber used in repairing door & window frames ,Jack/special 4"x3".(measured finished work) Timber used in repairing doors & windows , Cl.1up to 1 1/8" thick planks. (measured finished work)

L.ft

167.30

J-032

L.ft

233.30

J-033

L.ft

146.80

J-034

L.ft

199.50

J-035

Sq.ft

291.00

J-036

Timber used in repairing doors & windows, special up to Sq.ft 1 1/8" thick planks. (measured finished work) Window fully glazed 1 1/8" sashes and nominal 100x75mm framein cl 1 timber comp.with oxidized heavyduty furniture,3/16" clr glass,including enamal paint. Window fully glazed 1 1/8" sashes and 3 3/4"x2 3/4" framein Jack/special timber comp.with oxidized heavy duty furniture, 3/16" clr glass,including enamal paint. Casement fasteners Iron oxidized supplied and fixed Door, window frames new, measured length of timberClass. 1, 3 3/4"x 1 3/4" Supplied & fixing. Door, window frames new, measured length of timberClass 1, 3 3/4"x 2 3/4" Supplied & fixing. Door, window frames new, measured length of timber Jack 3 3/4"x 1 3/4" Supplied & fixing. Door, window frames new, measured length of timberJack/special 3 3/4"x 2 3/4" Supplied & fixing. Door, window 1 1/8" thick new sash glassed or paneled cl.1 supplied and fixed (furniture measured separately)

483.40

J-037

Sq.ft

752.10

J-038

Sq.ft

705.70

J-041

No

94.20

J-042

L.ft

149.90

J-045

L.ft

215.90

J-046

L.ft

129.40

J-047

L.ft

182.00

J-048

Sq.ft

244.80

J-049

Door, window 1 1/8" thick sash new glassed or paneled Jack or special supplied and fixed (furniture measured Sq.ft separately) Wicket gate sash in Jack or special timber 1" thick supplied and fixed (furniture measured separately) Sq.ft

244.80

J-050

407.10

J-051

Wicket gate sash in class. 1 timber 1" thicksupplied and Sq.ft fixed (furniture measured separately) Glass panes plane 1/8" replaced complete. Glass panes plane 3/16" replaced complete. Sq.ft Sq.ft

308.10

J-052 J-053

93.70 124.30

J-054

Security weld mesh in open type buildings in GIweld mesh 2"x2" SWG 10, welded on 40x40x5 mm MS angle Sq.ft frame complete with application of two coats brown enamel paint over two coats ofanticorrosive paint to detail of Dr. No.(USING AVAILABLE WELD MESH) Fixing security weld mesh on existing window frames complete with class. 1 timber beadings, andapplying two Sq.ft coats paint to match the exiting. Supply and fix plywood door sash approved quality(Painting & Locks measured separately) Sq.ft

152.10

J-055

77.50

J-056

167.50

Department of Engineering Services - Central Provincial Council

J-057

J-058

Anodized Aluminium hinged type shash door fan light on top with aluminium architectural sections with 10 - 15 Sq.ft micron coating glazed and pannelled with 3mm plastic coated ply board to both sides.At bottom and 5mm thick glass at top. Door size 5 X 8-10 Anodized Aluminium glazed window with openeble sash with aluminium architectural sections with 10 - 15 Sq.ft micron coating glazed 5 mm thick glass including all neccssary rubber beading,rawl plug etc. fan light on top Anodized Aluminium sliding window with aluminium architectural sections with 10 - 15 micron coating glazed Sq.ft with 5 mm thick glass including all neccssary rubber beading,rawl plug etc. (size 4 X 4) Anodized Aluminium partition with aluminium architectural sections with 10 - 15 micron coating glazed and pannelled with 3mm plastic coated plyboard to both Sq.ft sides.At bottom and 5mm thick glass at top. rate for 12ft 9" X 9ft 6" high Section 10 - Painter/Decorator

Page 17 Of 25

771.30

666.10

J-059

734.90

J-060

598.40

Item No P-001 P-001A P-001B P-001C

Description Cement wash to walls of single storeyed building one coat Cement wash to walls 2 coat in single storeyed building Cement wash externally to walls of building with upper floors, 1 coat Cement wash externally to walls of building with upper floors, 2 coat

Unit Sq Sq Sq Sq

Rate Rs 177.00 301.10 203.10 344.90

P-002

Prepare and apply one coat of alkali resisting primer and Sq two coats of emulsion pain to walls Paint emulsion after cleaning and preparing , one coat Painting walls with emulsion paint (2 Coats) Paint enamal after cleaning and preparing , new Wood work inclusive of primar undercoat. two coats Paint enamal after cleaning and preparing , one coat Paint enamal after cleaning and preparing , two coats Paint removed to bare timber with blow lamp Painting steel work anticorrosive paint after removing scales and wirebrushing, one coat Painting steel work anticorrosive paint after removing scales and wirebrushing, two coat Snowcem applied to wall surfaces one coats Snowcem applied to wall surfaces two coats Varnishing two coats with copal varnish after sand papering Varnish Polyurethene applied to timber surfaces old work, one coat Weathershield paint one coat applied on external surfaces. Weathershield paint two coats applied on external surfaces. Sq Sq

2,312.90

P-003 P-004

632.80 1,348.90

P-005

sq

3,311.70

P-006 P-007 P-008

Sq Sq Sq

1,199.30 2,992.00 830.30

P-009

Sq

1,204.40

P-010

Sq

1,824.70

P-011 P-012 P-013 P-014 P-015 P-016

Sq Sq Sq Sq Sq Sq

817.50 1,295.10 1,807.50 1,195.40 728.10 1,361.20

Department of Engineering Services - Central Provincial Council

Page 18 Of 25

P-016A

Prepare and apply one coat of primer and two coats of weatheshild paint for new walls White or colour washing to walls, in two storeyed building one coat White or colour washing to walls after patching up and preparing surface one coat White or colour washing to walls after scraping to original plaster including patching up, two coats White washing to ceiling one coat White washing to ceiling two coat Section 11 - Roofer

Sq

2,414.30

P-017

Sq

96.30

P-018

Sq

192.70

P-019

Sq

382.60

P-020 P-021

Sq Sq

236.30 409.60

Item No R-001

Description Supplying and fixing new Asbestos roofing sheets confirming to SLS 9 on existing framework with new nut and bolts etc.(Frame work Measured Separately) Asbestos roofing sheets replacing with new sheets Ceiling 3/4" thick Lunumidella, tongued and grooved under side of rafters ,on existing timber frame work Ceiling, asbestos, flat fixed with clout headed nails to 4"x2" joists & 2" X 2" bearers of cl. 1 timber including 1 1/2" x 1/2" cover fillets & 2 1/2"x 1 1/2" coves of approved timber.Rate to include 2 coats of emulsion underside of ceiling Ceiling, asbestos, flat fixed with clout headed nails to 4"x2" joists & 2" bearers of cl. 1 timber including 1 1/2" x 1/2" cover fillets & 2 1/2"x 1 1/2" coves of approved timber.Rate to include 2 coats of wood preservatives applied on joists and bearers Ceiling flat asbestos under side of rafters ,timber frame work measured seperately,rate includes for clout headed nails ,screws,beadings and mouldings. Ceiling flat asbestos under side of steel purlins ,2"x2" Cl 1timber frame not more than 4ftx2ft crs.includes for clout headed nails ,screws,beadingsand mouldings and r6 steel hanging hooks.Rate to include for apllication of wood preservative on timber fra Ceiling flat Lunumidella 3/4" thick tongued and grooved complete with timber frame cl.1 4"x2" joists at 2ft0"crs,Rate to include for apllication of wood preservative on timber frame work twice. (Painting measured separately) Down pipes pvc 3 1/2 " dia supplied and fixedwith brackets at not exceeding 4ft0"well secured to walls with Cl.1 timber plugs ,rates includes for specials Down pipes GI G24, 4" with 3/4"x1/8" hoop iron brackets not exceeding 4ft0" crs. inner side of the pipe applied with two coats hot tar blinded with sand, all other sides andbrackets applied with 2 coats anticorrosive paint, rate includes for special Gutters GI G22, 6" with 1/2"x1/4" flat iron brackets not exceeding 2ft0" crs. inner side ofthe gutter applied with hot tar blinded with sand and allother sides and brackets appliedwith two coats anticorrosivepaint ,rate includesfor specials Gutters pvc squre type 6"ftwith pvc brackets not exceeding at 9" Bracket fixed to valance board using 3/4" brass screws,rate includes for specials. Plaster bands in 1:1:5 cement lime sand to tiled roof coloured to match

Unit Sq

Rate Rs 4,869.20

R-002

Sq

5,409.20

R-003

Sq

6,888.90

R-004

Sq

14,735.70

R-005

Sq

13,474.70

R-006

Sq

7,237.40

R-007

Sq

13,090.70

R-008

Sq

16,903.30

R-009

L.ft

87.60

R-010

L.ft

209.50

R-011

L.ft

171.60

R-012

L.ft

161.00

R-013

L.ft

10.10

Department of Engineering Services - Central Provincial Council

R-014

Ridging asbestos close fiting type fixed with necessary bolts. Ridging calicut patern tile bedded in cement and lime motar 1:1:4 coloured to match tiles Steel sections 2/ 62x62x6mm used in gable rafters purlins etc.complete with fixing,bolts,anticorrosive paint,and providing cleats where necessary .(concrete pad paid separately) Wood preservative applying one coat on roof structure in asbestos roof measured in plan area Wood preservative applying one coat on roof structure for calicut tile roof, measured in plan area Wood preservative applying two coats on roof structure for asbestos roof measured in plan area Wood preservative applying two coats on roof structure for calicut tile roof measured in plan area Tiles calicut available laying on roof (for scattered laying) upto 10 tiles per building only.

Page 19 Of 25

L.ft

155.20

R-015

L.ft

100.60

R-019

L.ft

589.70

R-020

Sq

302.70

R-021

Sq

505.40

R-022

Sq

605.40

R-023

Sq

963.20

R-024

No

27.00

R-025

Tiles calicut new supplying and laying ( scattered laying) No upto 25 tiles per building only. Tiles calicut shifting and relaying after cleaning(for measurements of area exceeding 25 tiles) Tiles, calicut pattern,supplied and laid in anybuilding Timber 2"x1" reepers class 1 replacing with new including application of two coats wood preservative ( only up to .5 sq of roof area) Timber 2"x1" reepers class 1 supplied and fixed including application of two coats woodpreservative ( only up to .5 sq of roof area) Timber 2"x2" battons class 1 replacing with new including application of two coats woodpreservative ( only up to .5 sq of roof area) Timber 2"x2" battons class 1 supplied and fixed including application of two coats woodpreservative ( only up to .5 sq of roof area) Timber 2"x4" joists / rafters class 1 replacing with new including application of two coats woodpreservative ( only up to .5 sq of roof area) Timber 2"x4" joists / rafters class 1 supplied and fixed including application of two coats woodpreservative ( only up to .5 sq of roof area) Timber beams,any size class 1 suppliedand fixed including application of two coats woodpreservative ( only up to .5 sq of roof area) Timber boarding cl.1, 3/4" to 1" thick for valley gutters, flashings etc inclusive of two coats wood preservative ( only up to .5 sq of roof area) Valance boards beaded 9"x3/4" thick supplying and fixing Class 1 timber, including two coats enamal paint . Valance boards beaded 9"x3/4" thick supplying and fixing Ginisapu mango , including two coats enamal paint . Valley gutters and flashing in GI sheets G22, including application of two coats hot tar and blinding with sand ( timber board measured seperately) 3ft wide

35.30

R-026

No

10.80

R-027

Sq

4,155.00

R-028

L.ft

15.70

R-029

L.ft

14.90

R-030

L.ft

42.90

R-031

L.ft

42.40

R-032

L.ft

125.00

R-033

L.ft

122.80

R-034

Cu.ft

2,095.30

R-035

Sq.ft

141.20

R-036

L.ft

836.80

R-036A

L.ft

813.90

R-037

L.ft

231.70

Department of Engineering Services - Central Provincial Council

Page 20 Of 25

R-038

Ridge tiles available laid on roof on 1:3cement sand bedding coloured to match Timber available,cleaned and fixed on roof,size 2"x1" Timber available,cleaned and fixed on roof,size 2"x2" Timber available,cleaned and fixed on roof,size 4"x2" Timber available,cleaned and fixed on roof,size 4"x3" Timber available,cleaned and fixed on roof,size 5"x2" Roof trusses available cleaned and placed inposition with supplying necessary bolts and templates, 20 to 24 ft spans. Roof trusses available cleaned and placed inposition with supplying necessary bolts and templates, 25 to 29 ft span Roof trusses available cleaned and placed inposition with supplying necessary bolts and templates, 30 ft and above up to 40ft span Fixing available steel purlins on roofs tructures complefte with necessary bolts,welding, cleaning and painting two coats anticorrosive paints etc. Roof asbestos. 62x62x6mm MS purlins not exceeding 4ft6" crs.complete with necessary bolts / welds GI roofing bolts atnot more than 22" crs. on every purlin, applied with two coats anti corrosivepaint and the underside of sheets appliedwith two Laminated aluminium foil, single side 8mm tk. without insulation layer, supplied and laid under the roof. as directed. Laminated aluminium foil,double side 8mm tkwith insulation layer, supplied and laid underthe roof as directed. Mineral fibre board ceiling 1/2" thick suspended type with anodized aluminium T and and L sections complete as per detailed drawing.(ALUMINIUM FOIL MEASURED SEPERATELY) Web truss 27ft span pitch 30 degree ( 2ft depth) Roof truss steel 20 ft span S/F Drawing no CP/PC/K141/96/ST. Rate to include for all shop fabrication work,including cutting,drilling,bolting,riverting,welding,grinding, painting 2 coats anticorrosive Roof truss steel 25 ft span S/F Drawing no CP/PC/K141/96/ST. Rate to include for all shop fabrication work,including cutting,drilling,bolting,riverting,welding,grinding, painting 2 coats anticorrosive Roof truss steel 30 ft span S/F Drawing no CP/PC/K141/96/ST. Rate to include for all shop fabrication work,including cutting,drilling,bolting,riverting,welding,grinding, painting 2 coats anticorrosive Roof truss steel 35 ft span S/F Drawing no CP/PC/K141/96/ST. Rate to include for all shop fabrication work,including cutting,drilling,bolting,riverting,welding,grinding, painting 2 coats anticorrosive Roof truss steel 40 ft span S/F Drawing no CP/PC/K141/96/ST. Rate to include for all shop fabrication work,including cutting,drilling,bolting,riverting,welding,grinding, painting 2 coats anticorrosive Section 12 - Surface/Plaster Work

L.ft

68.00

R-039 R-040 R-041 R-042 R-043

L.ft L.ft L.ft L.ft L.ft

5.50 6.10 26.50 26.50 26.50

R-044

No

3,480.00

R-045

No

4,020.00

R-046

No

4,560.00

R-047

L.ft

32.20

R-048

Sq

13,559.00

R-049

Sq

3,383.20

R-050

Sq

4,105.20

R-051

Sq

14,339.70

R-052

cwt

7,506.10

R-053

No

24,019.60

R-054

No

30,550.00

R-055

No

39,031.90

R-056

No

53,969.10

R-057

No

62,451.00

Item No Description Department of Engineering Services - Central Provincial Council

Unit

Rate Rs

Page 21 Of 25

S-001

Black board in 1:3 cement sand including moulding at perimeter 3/4" thick 5/8" thick plastering to wall Cement lime sand 1:1:5 finished smooth with lime putty floating 5/8" thick plastering to wall Cement lime sand 1:1:5 finished smooth with lime putty floating in first floor 5/8" thick plastering to wall Cement lime sand 1:1:5 finished smooth with lime putty floating in second floor 5/8" thick plastering to wall Cement lime sand 1:1:5 finished smooth with lime putty floating in third floor Cement lime sand 1:1:5 finished smooth reveals 1 1/2" to 6" Cement lime sand plaster breaking damaged areas and replastering 1:1:5., 3/4" thick Cement sand 1:3 plaster finished smooth with limeputty on concrete surfaces and soffits, 3/8" thick 5/8" thick Cement sand 1:5 finished rough with wooden float 5/8" thick Cement sand 1:5 finished rough with wooden float Ground floor to first floor 5/8" thick Cement sand 1:5 finished rough with wooden float first floor to second floor 5/8" thick Cement sand 1:5 finished rough with wooden float Second floor to third floor Ct. sand 1:5 finished rough, reveals 1 1/2" to 6" Cement sand rough plaster breaking damaged areas and replastering 1:1:5. Damp proof course 1:2 cement sand trowelled smooth 3/4" thick and two coats hot tar blinded with sand. Plinth plaster 1/2" thick, 1:3 cement sand finished in neat cement Plinth plaster 1:3 cement sand finished in colourcement Rendering cement sand 1:3 ,3/4" thick, finished smooth on walls 1/2 x 6" skirting in cement sand 1:3 projected or flush to walls finished with floating including forming groove Skirting 1:3 finished in colour cement Section 13 - Water Supply/Plumb

Sq

4,703.30

S-002

Sq

3,113.80

S-002A

Sq

3,269.50

S-002B

Sq

3,425.20

S-002C

Sq

3,580.90

S-003

L.ft

31.90

S-004

Sq

3,653.80

S-005

Sq

4,495.80

S-006

Sq

2,519.10

S-007

Sq

2,645.10

S-007A

Sq

2,771.10

S-007B

Sq

2,897.00

S-008

L.ft

25.90

S-009

Sq

3,299.10

S-010

Sq

4,667.40

S-011 S-012 S-013

Sq Sq Sq

2,505.50 2,543.60 3,675.20

S-014

L.ft

52.90

S-015

L.ft

56.70

Item No W-001

Description Supplying & fixing 1/2" dia. Bidet spray ordinary quality Cistern Ceramic low level supplied and fixed including 1//2" flexible hose Cistern plastic English supplied and fixed with 1/2" flexible hose

Unit No

Rate Rs 604.80

W-002

No

2,329.10

W-003

No

2,715.60

Department of Engineering Services - Central Provincial Council

Page 22 Of 25

W-004

Closet pedastal type with low level cistern,flushpipe, double plastic seat cover,1/2" angle valve and flexible hose, supplied and fixed in working order. Semi Luxary, Closet pedastal type with low level cistern,flushpipe, double plastic seat cover,1/2" angle valve and flexible hose., supplied and fixed in working order. Luxuary type,Closet pedastal type with low level cisternflushpipe, double plastic seat cover,1/2" stop cocktrap etc., supplied and fixed in working order. 4 No. Bowl type urinal with trap and 2 gals. capacity automatic flushing cistern and spreaders complete to working order Closet squatting type with trap ,medium size,supplied and fixed in working order includingconnection to sewer line complete with cementfoot rest, rate includes for breaking floor andconcreting and rendering in making damagedareas good. New Closet squatting type with trap ,medium size,supplied and fixed in working order including connection to sewer line complete with cement foot rest. Mirror bathroom 20"x16" approved quality with shelf,screws,plugs etc supplied and fixed Sink stainless steel with single drain board with drain board with chromium plated wastewater chain, stay & waste plug (Tap.brackets, water & waste water connection & b/work measured separately) Sink 24"x15"x7" overall ceramic with 1/2" dia. chromiam plated piller tap,waste plug,chromiam plated waste chain & stay (water supply and waste connection & B/work measured separately) Sink ceramic laboratory supplying and fixing complete with waste and brackets, chromiam plated waste ,chain, stay and waste plug.(Tap, water & waste water connection B/work measured separately) Suppling and fixing Coner wash basin ceramic with 1/2" dia. chromiam plated piller tap,waste plug,chain,stay including pedestal and brackets (Water connection and waste connection measured separately)

No

8,735.40

W-005

No

9,320.40

W-006

No

19,355.40

W-007

No

1,659.70

W-008

No

4,085.50

W-009

No

3,004.70

W-010

No

1,164.70

W-011

No

3,208.50

W-012

No

5,153.30

W-013

No

3,245.30

W-014

No

3,280.50

W-015

Supplying and fixing 22" X 16" glazed fire clay pedastal type wash basin with 1/2" dia. chromiam plated piller tap, waste water plug, chromiam plated waste chain and No stay. Including fixing wash basin on brackets/wooden plug.water and waste water connectio Removing and refixing available wash basin Stand post with 3ftx3ft grade 20 concrete base and 6"x6" rcc pillar,1/2" brass bib tap,heavy quality inclusive of pvc 1/2" pipeconnection , pipe measured seperately. Tank water storage ,400 gl. composite brick and reinforced concrete ,erected at up to 10ft aboveground level.(trestle if any measured seperately)(rate to include for ball valve and connection) Supply and install water tank made of polymermaterials of approved quality on sand bed , 1000 lt capacity ( confirming to SLS 1174) Rate for only water tank. PVC pipe, valve fittings measured separately Supply and install water tank made of polymermaterials of approved quality on sand bed , 2000 lt capacity ( confirming to SLS 1174) Rate for only water tank. PVC pipe, valve fittings measured separately Supply and install water tank made of polymermaterials of approved quality on sand bed , 500 lt capacity ( confirming to SLS 1174) Rate for only water tank. PVC pipe, valve fittings measured separately Supplying & Fixing rubber rings in outlets for Wash basin,Sink, etc No

3,549.10

W-016

1,094.00

W-017

No

3,629.50

W-018

No

34,238.50

W-019

No

13,368.70

W-020

No

22,959.40

W-021

No

7,521.40

W-022

No

108.40

Department of Engineering Services - Central Provincial Council

W-023

Supplying and fixing 1/2" dia. chromiam plated heavy quality swan neck typpe piller tap with 01 No. P.V.C. F/Socket to wash basin/sink Supplying and fixing 1/2" dia. chromiam plated heavy quality piller tap with 01 No. P.V.C. F/Socket to wash basin/sink Supplying and fixing 1/2" dia. brass heavy quality tap with 1/2" dia. P.V.C. valve socket Supplying and fixing 1/2" dia. plastic tap with 1 No. F/socket P.V.C Supplying & fixing 1/2" dia. , 6" shower rose,chromium plated Supplying and fixing 1/2" dia. shower rose best quality Pipes pvc supplied and laid with specials,size 1 1/2" in wastes of sinks. Type 1000 Pipes pvc supplied and laid with specials,size 1 1/2" rate includes for cutting trencthes and backfilling. (type 1000), depth not less than 1ft6". Pipes pvc type 1000 supplied and laid with specials, size 1 1/4" in waste of wash basins. Pipes pvc type 1000 supplied and laid with specials, size 1 1/4" rate includes for cutting trencthes and back filling, depth not less than 1ft6". Pipes pvc supplied and laid with specials,size 1" type 1000 rate includes for cutting trencthes andback filling, depth not less than 1ft to 1ft-6" Pipes pvc supplied and laid with specials,size 1/2" Type 1000 rate includes for cutting trenches and back filling, depth not less than 1ft to 1ft-6" Pipes pvc supplied and laid with specials, size 2" in waste water lines, vent etc. (type 400) Pipes pvc supplied and laid with specials,size 2" Pipes pvc supplied and laid with specials,size 3/4"Type 1000 rate includes for cutting trenches and backfilling, depth 1ft to 1ft 6" Valve chamber 9"x9"x9"in concrete, complete withRCC. lid PVC Elbow supplied and fixed size 1/2" PVC Elbow supplied and fixed size 3/4" PVC Elbow supplied and fixed size 1" PVC Elbow supplied and fixed size 1 1/4" PVC Elbow supplied and fixed size 1 1/2" PVC Elbow supplied and fixed size 2" PVC Bend supplied and fixed size 1/2" PVC Bend supplied and fixed size 3/4"

Page 23 Of 25

No

1,102.50

W-025

No

1,132.50

W-026

No

279.10

W-027 W-028 W-029

No No No

234.50 442.10 808.60

W-030

L.ft

120.50

W-031

L.ft

100.90

W-032

L.ft

72.50

W-033

L.ft

77.00

W-034

L.ft

59.80

W-035

L.ft

36.10

W-036

L.ft

153.00

W-037

L.ft

153.70

W-038

L.ft

48.00

W-039 W-040 W-041 W-042 W-043 W-044 W-045 W-046 W-047

No No No No No No No No No

912.60 34.30 40.20 53.60 70.80 128.40 179.50 39.40 46.70

Department of Engineering Services - Central Provincial Council

Page 24 Of 25

W-048 W-049 W-050 W-051 W-052 W-053 W-054

PVC Bend supplied and fixed size 1" PVC Bend supplied and fixed size 1 1/4" PVC Bend supplied and fixed size 1 1/2" PVC Bend supplied and fixed size 2" PVC Socket supplied and fixed size 3/4" PVC Socket supplied and fixed size 1/2" PVC Socket supplied and fixed size 1"

No No No No No No No

59.30 70.80 166.60 296.30 37.80 21.60 48.80

Department of Engineering Services - Central Provincial Council

Page 25 Of 25

W-055 W-056 W-057 W-058 W-059 W-060 W-061 W-062 W-063 W-064 W-065 W-066 W-067 W-068 W-069 W-070 W-071 W-072 W-073 W-074

PVC Socket supplied and fixed size 1 1/4" PVC Socket supplied and fixed size 1 1/2" PVC Socket supplied and fixed size 2" Gate valve ,Brass, supplied and fixed, size 1/2" heavy quality. Gate valve ,Brass,supplying and fixing, size 1" , heavy quality, Valve gate Brass, supplied and fixed, size 1 1/4" heavy quality. Valve gate Brass, supplied and fixed, size 1 1/2" heavy quality. Valve gate Brass, supplied and fixed, size 2" heavy quality. Stop cock brass supplied and fixed, size 1/2" heavy quality. Stop cock brass supplied and fixed, size 3/4" heavy quality. Brass stop cock supplying and fixing, size 1" ,heavy quality. Stop cock ,Brass,supplying and fixing, size 1 1/4" , heavy quality, Stop cock plastic (watertec) supplied and fixed, size 3/4" . Plastic water stop cock supplying and fixing, size 1" , Ball valve ,Brass, supplied and fixed, size 1/2" Ball valve supplying and fixing, size 3/4" . Ball valve ,Brass,supplying and fixing, size 1" , PVC Tee supplied and fixed size 1/2" PVC Tee supplied and fixed size 3/4" PVC Tee supplied and fixed size 1"

No No No No No No No No No No No No No No No No No No No No

60.40 80.00 139.30 750.80 2,193.20 2,505.90 2,846.20 5,644.40 366.60 632.00 769.30 375.90 282.60 324.20 859.50 1,242.00 1,169.10 59.80 70.70 87.50

Department of Engineering Services - Central Provincial Council

Concrete catch pits valve chambers in 50mm thick,concrete sides and internal sides cement rendered smooth, to be leak proof, with provision for necessary pipe connection/passage, with suitable cover or grating on top to be in flush with floor level, internal. Concrete catch pits, valve chambers in 50mm thick concrete sides and internal sides cement rendered smooth, to be leak proof, with provision fornecessary pipe connection/passage, with suitable cover or grating on top to be in flush with floor level, internal. Chain link mesh fence 2.1m high for 164m

No

332.50

No

332.50

No m2

430.60 2,190.74

No Sqft

430.60 203.60

BUILDING SCHEDULE OF RATES EFFECTIVE FROM - 2009 January Item No

Description Section 1 - BrickLayer/Mason

Unit

Rs

Rate Cts

B-001 B-002

Brick work in 1:5 cement sand mortar 225mm thick in foundations up to D.P.C. Brick work in 1:8 cement sand mortar 225mm thick in super structure ground floor

m3 m3 m3 m3 m3 m2 m2 m2 m2 m2 m3

8,340.00 8,110.00 8,515.00 8,680.00 8,920.00 1,040.00 1,095.00 1,115.00 1,145.00 575.00 4,120.00

B-002A Brick work in 1:8 cement sand mortar 225mm thick in super structure first floor B-002B Brick work in 1:8 cement sand mortar 225mm thick in second floor B-002C Brick work in 1:8 cement sand mortar 225mm thick in third floor B-003 Brick work in 1:5 cement sand mortar 112.5mm thick in ground floor

B-003A Brick work in 1:5 cement sand mortar 112.5mm thick in first floor B-003B Brick work in 1:5 cement sand mortar 112.5mm thick in second floor B-003C Brick work in 1:5 cement sand mortar 112.5mm thick in third floor B-004 B-005 B-006 Brick work in 1:5 cement sand mortar 112.5mm using available brick Brick work in 1:8 cement sand mortar 225mm thick or above ( using available bricks ) Masonry block work 100mm to 112.5mm thick in walls in cement sand 1:5 mortar using hollow blocks made of cement sand to the proportion 1:10, confirming to SLS standard.

m2

880.00

Page 1

Item No

Description

Unit

Rs

Rate Cts

Section 1 - BrickLayer/Mason B-006A Masonry block work 100mm to 112.5mm thick in walls in cement sand 1:5 mortar using hollow blocks made of cement sand to the proportion 1:10, confirming to SLS standard. in first floor B-006B Masonry block work 100mm to 112.5mm thick in walls in cement sand 1:5 mortar using hollow blocks made of cement sand to the proportion 1:10, confirming to SLS standard. in second floor B-006C Masonry block work 100mm to 112.5mm thick in walls in cement sand 1:5 mortar using hollow blocks made of cement sand to the proportion 1:10, confirming to SLS standard. in third floor B-007 Masonry block work 200mm thick in cement sand 1:5 mortar using hollow blocks made of cement sand to a proportion 1:10, confirming to SLS standard. in ground floor

m2

925.00

m2

945.00

m2

970.00

m2

1,455.00

B-007A Masonry block work 200mm thick in cement sand 1:5 mortar using hollow blocks made of cement sand to a proportion 1:10, confirming to SLS standard. in first floor m2 B-007B Masonry block work 200mm thick in cement sand 1:5 mortar using hollow blocks made of cement sand to a proportion 1:10, confirming to SLS standard. in second floor B-007C Masonry block work 200mm thick in cement sand 1:5 mortar using hollow blocks made of cement sand to a proportion 1:10, confirming to SLS standard. in third floor B-008 B-009 B-010 B-011 Supplying & fixing vent brick, size up to 390mm x 190mm x 100mm R.R masonry in 1:5 cement sand mortar in foundation using available rubble R.R masonry in 1:5 cement sand mortar in foundation m3 R.R masonry in 1:5 cement sand mortar in superstructure m3 7,880.00 7,330.00 1,525.00

m2

1,555.00

m2 No m3

1,595.00 150.00 5,525.00

Page 2

Item No B-012

Description Section 1of BrickLayer/Mason Provision - weep holes in retaining walls with 90mm dia PVC down pipes including metal packing around inner mouth as directed, length of pipe 600mm to 1050mm Provision of weep holes in retaining walls with 90mm dia PVC down pipes including metal packing around inner mouth as directed, length of pipe 1200mm to 1650mm Provision of weep holes in retaining walls with 90mm dia PVC down pipes including metal packing around inner mouth as directed, length of pipe 1800mm to 2250mm

Unit

Rs

Rate Cts

No

425.00

B-013

No

550.00

B-014

No

675.00

Page 3

Item No

Description Section 1 - BrickLayer/Mason Section 2 - Concrete Works

Unit

Rs

Rate Cts

C-001

Mixing and placing Concrete grade 30, Nominal mix 1:1 :2 (20mm).

m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3

16,160.00 16,645.00 16,970.00 17,290.00 13,330.00 13,730.00 13,995.00 14,265.00 12,170.00 12,535.00 12,780.00 13,020.00

C-001A Mixing and placing Concrete grade 30, Nominal mix 1:1 :2 ( 20mm) , in first floor. C-001B Mixing and placing Concrete grade 30, Nominal mix 1:1 :2 (20mm) , in second floor. C-001C Mixing and placing Concrete grade 30, Nominal mix 1:1 :2 ( 20mm) , in third fllor C-002 Mixing and placing Concrete grade 25, Nominal mix 1:1 1/2:3 ( 20mm).

C-002A Mixing and placing Concrete grade 25, Nominal mix 1:1 1/2:3 ( 20mm) ,in first floor. C-002B Mixing and placing Concrete grade 25, Nominal mix 1:1 1/2:3 ( 20mm) ,in second floor. C-002C Mixing and placing Concrete grade 25, Nominal mix 1:1 1/2:3 ( 20mm) ,in third floor. C-003 Mixing and placing Concrete grade 20, Nominal mix 1:2:4 ( 20mm).

C-003A Mixing and placing Concrete grade 20, Nominal mix 1:2:4 ( 20mm) ,in first floor. C-003B Mixing and placing Concrete grade 20, Nominal mix 1:2:4 ( 20mm) ,in second floor. C-003C Mixing and placing Concrete grade 20, Nominal mix 1:2:4 ( 20mm) ,in third floor. C-004 Mixing and placing Concrete 1:2 1/2:5 ( 25mm ) mixing and placing in position using a concrete mixer.

m3 C-005 Mixing and placing Concrete 1:3:6 (40mm) mixing and placing in position using a concrete mixer (including fuel/ operator/handling).

9,555.00

m3

9,245.00

Page 4

Item No C-006

Description Section 1 - BrickLayer/Mason shape laid in position and Tor steel reinforcement bend to tied with G.I. wire as directed. Mild steel reinforcement bend to shape laid in position and tied with G.I. wire as directed. Sawn timber formwork in column in ground floor. Sawn timber form works for underside of floor slab. Sawn timber form work for concrete beams. Formwork in portal frames. Formwork in lintels and ground concrete works, plinth beams. Work tops, 50mm thick 1:2:4(20mm) complete with, reinforcement R6@100mm centre and shuttering. 2400mm x 600mm x 450mm plat form in brick or rubble sides and,2400mm x 300mm x 225mm step, 600mm thick 1:2 1/2:5 (25mm),Concrete topping, all inclusive of two risers,rendered smooth in 1:3 cement sand in red colour,and polished, providing 3 nos 50mm dia G.I. Flag ,posts, complete . Concrete cover slabs 50mm thick 1:2:4 (20 mm) r/f with, 6mm dia MS bars at bottom @ 100mm centre. both ways, finished smooth and neat sides, pre-cast in, pieces not exceeding 600mm x 450mm placed in position as directed, providing drain holes if required. Concrete catch pits, valve chambers in 50mm thick concrete sides and internal sides cement rendered smooth, to be leak proof, with provision for necessary pipe connection/passage, with suitable cover or grating on top to be in flush with floor level, internal. Drain 225mm X 150mm concrete 1:2 1/2:5 (25mm) 75mm thick expansion joints at 3000mm crs 12 mm thick , 1:3 cement sand rendering finish smooth, including neccessary excavation form work, laying polythene membrane and laid to required slope.

Unit Kg

Rs

Rate Cts

195.00

C-007

Kg m2 m2 m2 m2 m2 m2

190.00 835.00 805.00 960.00 965.00 625.00 1,655.00

C-008 C-009 C-010 C-011 C-012 C-013 C-014

No

30,585.00

C-015

m2

1,905.00

C-016

No

1,260.00

C-017

m

1,205.00

Page 5

Item No

Description Section 1 - BrickLayer/Mason Drain 225mm X 300mm concrete 1:2 1/2:5 (25mm) 75mm thick expansion joints at 3000mm crs 12.5mm thick , 1:3 cement sand rendering finish smooth, including neccessary excavation form work, laying polythene membrane and laid to required slope. Drain 225mm X 450mm concrete 1:2 1/2:5 (25mm) 75mm thick expansion joints at 3000mm crs 12.5mm thick , 1:3 cement sand rendering finish smooth, including neccessary excavation form work, laying polythene membrane and laid to required slope 750mm ramp and 225mm X 150mm Drain 1:2 1/2:5(25mm) concrete 75mm thick with 1:3 plaster finish smooth,including neccessary excavation,form work,providing expansion joints at 3000mm centers and laying polythene sheet. Readymixed concrete grade 20 pumping to any level rate including transport , pumping placing , porker vibrating,levelling and curing the concrete.rate for above 30m3

Unit

Rs

Rate Cts

C-018

m

1,650.00

C-019

m

1,890.00

C-020

m

2,150.00

C-021

m3

13,530.00

Page 6

Item No

Description Section 1 - BrickLayer/Mason Section 3 - Demolisher

Unit

Rs

Rate Cts

D-001 D-002 D-003 D-004 D-005 D-006

Ceiling asbestos removing including timber framework, stacking serviceable materials and debris cleared away. Ceiling, existing removed materials stacked and debris cleared in two storyed building. Doors, windows, partitions, weld mesh, shelves removed from existing walls and stacked. 225mm Drain cement and sand bricks, demolished and debris cleared. Floor paving brick, concrete or rubble inclusive of rendering and debris cleared away. Corrugated sheets, iron, asbestos or aluminium alloy removed from Roof including fame work inclusive of wiring and fixtures, gutters, valance boards etc.. in single story buildings.

m2 m2 m2 m m2

205.00 220.00 85.00 75.00 80.00

m2

70.00

D-006A Corrugated sheets, iron, asbestos or aluminium alloy removed from Roof including fame work inclusive of wiring and fixtures, gutters, valance boards etc.. in two storeyed buildings. D-006B Corrugated sheets, iron, asbestos or aluminium alloy removed from Roof including fame work inclusive of wiring and fixtures, gutters, valance boards etc.. in three storeyed buildings. D-007 Roof removing tile with fame work inclusive of wiring and fixtures, gutters, valance boards etc., stacking and clearing debris in in single storey buildings.

m2

75.00

m2

80.00

m2

110.00

D-007A Roof removing tiles with fame work inclusive of wiring and fixtures, gutters, valance boards etc.. ,stacking and clearing debris in two storeyed buildings. D-007B Roof removing tiles with fame work inclusive of wiring and fixtures, gutters, valance boards etc., stacking and clearing debris in three storeyed buildings and above.

m2

150.00

m2

190.00

Page 7

Item No

Description Section 1 - BrickLayer/Mason Tiles calicut or half round , removed from roof of single storey buildings including stacking and clearing debris.

Unit m2 m2

Rs

Rate Cts 40.00 60.00

D-008

D-008A Tiles calicut or half round , removed from roof of two storeyed buildings including stacking and clearing debris. D-008B Tiles calicut or half round , removed from roof of three storeyed buildings and above, including stacking and clearing debris. D-009 D-010 D-011 D-012 D-013 D-014 D-015 Truss steel or timber ( 6.1m ) 20 L.ft. Span. Truss steel or timber ( 7.6m )25 L.ft. Span. Truss steel or timber ( 9.1m )30 L.ft. Span. Walls bricks 112.5mm thick inclusive of plaster and any fixtures. Walls bricks above 225mm thick inclusive of plaster and any fixtures. Rubble masonry in cement, demolished, rubble stacked and debris removed inclusive of plaster and any fixtures. Reinforced concrete Walls, beams or slabs up to first floor.

m2 No No No m2 m3 m3 m3 m3 m3

80.00 1,520.00 1,900.00 2,280.00 160.00 655.00 815.00

5,360.00 5,500.00 5,905.00

D-015A Reinforced concrete Walls, beams or slabs up to second floor. D-015B Reinforced concrete Walls, beams or slabs up to 3 rd floor. D-016 Door or window size up to 4.0m 2 removed from existing walls and stacked. Door or window size over 4.0m 2 removed from existing walls and stacked. Door or window sash only size up to 4.0m 2 removed from existing walls and stacked.

No

720.00

D-017

No m2

1,080.00

D-018

100.00

Page 8

Item No

Description Section 1 - BrickLayer/Mason Door or window sash only size over 4.0m 2 removed from existing walls and stacked. Gutters, down pipes, valley GI or PVC including fixtures removed cleaned and stacked.. Boards, valance and barge removed cleaned and stacked.

Unit

Rs

Rate Cts

D-019

m2 m m

145.00 20.00 15.00 295.00 185.00 30.00 10.00 90.00 135.00 115.00 160.00

D-020 D-021 D-022 D-023 D-024 D-025 D-026 D-027 D-028 D-029

Low-level suits, squatting pans removed and stacked. wash basins, cisterns, sinks, urinals removed and stacked. Ridges, asbestos or tile, removed cleaned and stacked. Pipes PVC, GI, removed cleaned and stacked. Rendering, cement, chipped and debris cleared away from brick walls and floors. Rendering, cement, chipped and debris cleared away from cement concrete floors and walls. Fence uprooted, barbed wire 5 strands rolled up and all materials stacked (Length of fencing to be measured). Tiled, glazed demolished and debris cleared.

No No m m m2 m2 m m2

Page 9

Item No

Description Section 1 - BrickLayer/Mason Section 4 - Excavator

Unit

Rs

Rate Cts

E-001 E-002 E-003 E-004

De-watering during construction in work under water table, for plaster work. Earth excavation in levelling site inclusive of haulage up to 100 m. (manual cutting only up to 450m 3) Earth excavation in levelling site inclusive of haulage up to 100 m. (machine cutting only) in ordinary soil Excavation in foundations in normal earth up to depth of 1.5m inclusive of backfilling, compacting and disposal of surplus earth. Excavation in foundations in soft rock requiring manual digging, up to a depth of 1.5m inclusive of backfilling and disposal of surplus materials. Excavation in levelling site in hard rock involving blasting inclusive of haulage up to 100 m., and piling rubble, extra over earth excavation payable on rubble measurement only. Excavation in levelling site in soft rock involving manual digging inclusive of haulage up to 100 m. Excavation in wells / pits in normal earth up to depth of 1.5m inclusive of backfilling behind wall/ ring and disposal of surplus earth, rate excluding for shoring. Excavation in wells / pits in normal earth 1.5m to 3.0m depth inclusive of backfilling behind wall/ring and disposal of surplus earth, rate excluding for shoring. Excavation in wells / pits in normal earth 3.0m to 4.5m depth inclusive of backfilling behind wall/ring and disposal of surplus earth, rate excluding for shoring.

m2 m3 m3

95.00 400.00 110.00

m3

590.00

E-005

m3

790.00

E-006

m3

1,015.00

E-007 E-008

m3

780.00

m3

655.00

E-009

m3

905.00

E-010

m3

1,290.00

Page 10

Item No E-011

Description Section 1 - in wells / pits in normal earth 4.5m to 6.0m Excavation BrickLayer/Mason depth inclusive of backfilling behind wall/ring and disposal of surplus earth, rate excluding for shoring. Filling earth and compacting (as approved by Engineer) 150mm layers in large quantities, rate includes for transport 100 m. Filling earth and compacting (as approved by Engineer) 150mm layers under floors, rate includes for transport 100 m. Shoring for excavations for 3m height Wells bailed out and cleaned total depth up to 3.0m(measured, capacity of well below water table) Wells bailed out and cleaned total depth up to 4.8m(measured, capacity of well below water table) Wells bailed out and cleaned total depth up to 7.5m(measured, capacity of well below water table) Extra over excavation for removing boulders size exceeding 0.05m3.,in any manner (volume of each boulder measured as 0.75xaverage breadth squared x length)

Unit

Rs

Rate Cts

m3

1,680.00

E-012

m3

460.00

E-013

m3 m2 m3 m3 m3

535.00 355.00

E-014 E-015 E-016 E-017 E-018

200.00 395.00 555.00

m3 E-019 E-020 E-021 E-022 Haulage of earth more than 100 m away from site deposited and spread by any means. Levelling ground to required grading cutting lumps and spreading and compacting manually. Disposal of surplus earth, inclusive of loading and unloading and transport up to 5 km Compacting approved Gravel, filled in 150mm layers by manual tamping as specified. (gravel available at site) m3 m2 m3 m3

1,270.00 160.00 15.00 225.00 385.00

Page 11

Item No

Description Section 1 - BrickLayer/Mason River sand supplied and spread in layers as specified under foundations, drainage sand blankets, filters, around soakage pits, wells etc. Compacting approved Gravel in 150mm layers by any means except manual tampering as specified. ( gravel available at site) Rock excavation in column footing or wall foundation.

Unit

Rs

Rate Cts

E-023

m3

1,785.00

E-024

m3 m3

160.00

E-025 E-026

2,320.00 1,760.00

Quarry dust filling under foundation (as a cushion )

m3

Page 12

Item No

Description Section 1 - BrickLayer/Mason Section 5 - Flooring/Paving

Unit

Rs

Rate Cts

F-001

Floor - brick 62mm thick, 1:3 ceme