Chennai Metropolitan Water Supply And Sewerage Board Tender
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Chennai Metropolitan Water Supply And Sewerage Board - CMWSSB Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date6 Sep 2024
Closing Date9 Oct 2024
Tender AmountRefer Documents
Costs
EMD
₹ 14,76,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package Ii Renewal Of Chocked-up Water Main In Various Depots In Area Vi Under Vada Chennai Valarchi Thittam
Description
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Contact
Tender Id
2024_CMWSS_481238_1Bid Award Id
ViewTender No
CNT/WSS/NCB/VCVT/3633/2024-25Tender Authority
Chennai Metropolitan Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://https://chennaimetrowater.tn.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites
34210
-
-
Supplying and Laying D.I. Pipes of the following sizes of socket @ spigot end, push - on - joint DI pipes of classification K7 conforming to IS: 8329/2000 in standard lengths with cement mortar lining inside and outside Zinc coating, including Labour charges for loading, unloading and stacking at the site etc., including earthwork excavation for trenches in hard stiff clay, blackcotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10m and initial lift of 2m conveying to the site of work, lowering into the trenches, and aligning, jointing, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth etc., complete for the pipes of following diametres at the following depths.(Rate includes salvage value of old pipes & specials) at 1.5m deep
-
-
-
100mm dia
15380
-
-
350mm dia
1725
-
-
Cutting of DI mains true to axis and finishing the ends complete.
-
-
-
100mm dia
327
-
-
350mm dia
35
-
-
Supplying ,Conveying and fixing following sizes of DI specials of DI push - on joint specials as mentioned below conforming to IS: 9523/2000 including loading, unloading and stacking at the site etc as directed by the engineer at site, and including earthwork excavation, refilling with excavated soil, watering and ramming to consolidation and disposal of surplus earth etc complete.
-
-
-
350 x 100 x 100mm DI A/S Tee
5
-
-
100 x 100 x 100mm DI A/S Tee
141
-
-
100mm 90 degree bend 11Kgs *138.20
44
-
-
100mm end cap(6kgs *138.20)
46
-
-
Supplying, Conveying and fixing of CI sluice valves (PN 1.0) of following sizes conforming to IS: 14846/2000 including a pair of spigot flanged tail pieces, etc., loading, unloading, Transportation charges and stacking etc complete as per specifications.
-
-
-
100mm dia
54
-
-
350mm dia
2
-
-
Conveying and fixing MJ collar
-
-
-
100mm dia
352
-
-
350mm dia
15
-
-
Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete including cost of jointing materials.
-
-
-
100mm dia
137
-
-
Testing of DI pipes with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occurred during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete for the following diametres of pipes.
-
-
-
100mm dia
15365
-
-
350mm dia
1725
-
-
Supplying and laying of MDPE 20mm (PE80) Blue pipe (IS:4427) with necessary specials including earth work excavation laying jointing testing and refilling the trenches including disposal of earth etc.complete.
14669.33
-
-
Making bore and tapping in the DI pipe line,supplying and fixing of specials consisting of plastic moulded clamp saddle with (SS304) female threaded metal insert ,sealing rubber and plastic wide strap including suitable bolts and nuts,Polypropylene compression fitting adopter with metal insert(SS 304-male threaded),Polyproplene compression fitting 90 deg elbow, UPVC Ball Valve(stop cock) with compression joint at one end and female threaded at other end and suitable enclosure(HDPE) with top side openable for housing UPVC Ball Valve(stop cock) and testing house service connections including cost of water etc complete for following sizes.
3667.33
-
-
Testing house service connection
3667.33
-
-
Construction of Sluice Valve Chamber of following sizes in second class brick work in CM 1:4 proportion with 12 mm thick outside plastering and 20mm thick inside plastering in CM 1:3 proportion, RCC cover slab in CC 1:2:4 proportion using 20 mm jelly, chamber foundation and bed block in PCC 1:3:6 proportion using 40 mm jelly including cost of reinforcement and labour charges, CI steps, etc. as per drawing.
i)1.35mx1.20mx1.55 m size chamber for upto100mm to 250mm Dia Sluice Valves
56
-
-
Disposal of surplus earth
1673.72
-
-
Hire charges for diesel pumpset above 3HP to 7.5 HP including cost of fuel, machinist etc
1711
-
-
Interconnection work to the existing main including cutting the pipe, fixing specials, lead jointing and bailing out water
-
-
-
Cutting 150mm to 100mm (6” to 4”)
141
-
-
Cutting 350mm to 100mm (14” to 4”)
5
-
-
Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift 2.00m in hard stiff clay stiff black cotton, hard red earth, shales, Muram, gravel, stoney earth and earth mixed with small size boulders S.S. 20-B.(excluding timbering and bailing out sub-soil water) as per P.W.D. standard schedule of rates for Chennai City for IC work
657
-
-
Damaged house sewer service line with 90mm PVC
10263
-
-
Storm water crossing
68
-
-
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
1539.45
-
-
Rectification of damaged other under ground utilities like TNEB, BSNL, Internet cables street light cables etc..
68
-
-
The contractor must obtain the existing static GCP points from CMWSSB which shoud be considered as the control point with known coordinates X,Y and Z. Survey consultant to ensure the closing error is wtihin permissible limits while transfering the levels from the existing static GCP points and the same to be presented as a report. The same process shall be adopted for random verification of positional accuracy of points established using the PBMs as base. (15 km to 50km)
17.11
-
-
For the points Underground/ Surface Assets along the roads
4388.33
-
-
Construction of dead end chamber
-
-
-
Hire charges for power drilling machine for Cutting the asphaltic cement concrete road.
152
-
-
Excavation in all types of soils as per SS 20B with initial lead of 10m and lift of 2.0m
76.95
-
-
Stock brick work with II class bricks in cement mortar 1:4 for 23 cm thick wall.
38.7
-
-
Plastering with cement mortar 1:3 for 20mm thick.
136.8
-
-
Plastering in C.M.1:3 mix, 12mm thick
167.58
-
-
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high
20.52
-
-
Supplying, fabricating and laying in position MS rounds or RTS rods for RCC works including cost of reinforcement, binding wire, cutting bending, cranking and tying in position with binding wire assembly, etc.
50.73
-
-
Cement concrete work 1:1/2:3 using 20mm gauge hard broken stone jelly for reinforced concrete works excluding centering, shuttering and cost of steel reinforcement but including laying in position, compacting, curing, finishing, etc., complete
13.68
-
-
Raising or lowering 45cm (18") or 60 cm (24") dia CI/FRC manhole frame and door using brick work in CM 1:3 grouiting with CC 1:2:4 using 20mm BG jelly rendering the top surface smooth with cement etc. complete
38
-
-
Reconstruction of damaged public fountain including platform and gully connections
-
-
-
CC 1:2:4 with 20mm stone jelly for P.C.C. work
3.58
-
-
Stock brick work in CM 1:4 for 11.5cm thick
2.91
-
-
Stock brick work in CM 1:4 for 23cm thick
2.85
-
-
Plastering with CC 1:3 for 12 mm thick including curing etc. complete
53.57
-
-
Providing and fixing 15cm and 10cm S.W. Gully trop with CI gratings in B.J. concrete in CM 1:4:10 with silt pit diaphragm arrangements etc. complete
22
-
-
Providing and fixing 20mm PVC Pipe 2m elbow 2 Nos. one side thread adopter 1 No. and 20mm and G.I. Nipple - 1 No. etc. complete.
22
-
-
Supply and fixing 20mm GM check valves
22
-
-
Supplying and laying 20mm dia MDPE pipe and specials including cutting, jointing etc. complete.
22
-
-
Bill No.2 Renewal of Chocked up water main at various streets in Depot 69, Area VI
-
-
-
Cutting Asphaltic / Cement concrete road - Hiring of hydraulic jack hammer for cutting the road for a thickness of 30cm
22204
-
-
Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites
35526
-
-
Supplying and Laying D.I. Pipes of the following sizes of socket @ spigot end, push - on - joint DI pipes of classification K7 conforming to IS: 8329/2000 in standard lengths with cement mortar lining inside and outside Zinc coating, including Labour charges for loading, unloading and stacking at the site etc., including earthwork excavation for trenches in hard stiff clay, blackcotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10m and initial lift of 2m conveying to the site of work, lowering into the trenches, and aligning, jointing, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth etc., complete for the pipes of following diametres at the following depths.(Rate includes salvage value of old pipes & specials) at 1.5m deep
-
-
-
100mm dia
17763
-
-
Cutting of DI mains true to axis and finishing the ends complete.
-
-
-
100mm dia
441
-
-
Supplying ,Conveying and fixing following sizes of DI specials of DI push - on joint specials as mentioned below conforming to IS: 9523/2000 including loading, unloading and stacking at the site etc as directed by the engineer at site, and including earthwork excavation, refilling with excavated soil, watering and ramming to consolidation and disposal of surplus earth etc complete.
-
-
-
100 x 100 x 100mm DI A/S Tee
234
-
-
100mm 90 degree bend 11Kgs *138.20
108
-
-
100mm end cap(6kgs *138.20)
124
-
-
Supplying, Conveying and fixing of CI sluice valves (PN 1.0) of following sizes conforming to IS: 14846/2000 including a pair of spigot flanged tail pieces, etc., loading, unloading, Transportation charges and stacking etc complete as per specifications.
-
-
-
100mm dia
96
-
-
Conveying and fixing MJ collar
-
-
-
100mm dia
551
-
-
Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete including cost of jointing materials.
-
-
-
100mm dia
192
-
-
Testing of DI pipes with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occurred during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete for the following diametres of pipes.
-
-
-
100mm dia
17763
-
-
Supplying and laying of MDPE 20mm (PE80) Blue pipe (IS:4427) with necessary specials including earth work excavation laying jointing testing and refilling the trenches including disposal of earth etc.complete.
9924
-
-
Making bore and tapping in the DI pipe line,supplying and fixing of specials consisting of plastic moulded clamp saddle with (SS304) female threaded metal insert ,sealing rubber and plastic wide strap including suitable bolts and nuts,Polypropylene compression fitting adopter with metal insert(SS 304-male threaded),Polyproplene compression fitting 90 deg elbow, UPVC Ball Valve(stop cock) with compression joint at one end and female threaded at other end and suitable enclosure(HDPE) with top side openable for housing UPVC Ball Valve(stop cock) and testing house service connections including cost of water etc complete for following sizes.
3308
-
-
Testing house service connection
3308
-
-
Construction of Sluice Valve Chamber of following sizes in second class brick work in CM 1:4 proportion with 12 mm thick outside plastering and 20mm thick inside plastering in CM 1:3 proportion, RCC cover slab in CC 1:2:4 proportion using 20 mm jelly, chamber foundation and bed block in PCC 1:3:6 proportion using 40 mm jelly including cost of reinforcement and labour charges, CI steps, etc. as per drawing.
i)1.35mx1.20mx1.55 m size chamber for upto100mm to 250mm Dia Sluice Valves
96
-
-
Disposal of surplus earth
210.09
-
-
Hire charges for diesel pumpset above 3HP to 7.5 HP including cost of fuel, machinist etc
1777
-
-
Interconnection work to the existing main including cutting the pipe, fixing specials, lead jointing and bailing out water
-
-
-
Cutting 150mm to 100mm (6” to 4”)
234
-
-
Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift 2.00m in hard stiff clay stiff black cotton, hard red earth, shales, Muram, gravel, stoney earth and earth mixed with small size boulders S.S. 20-B.(excluding timbering and bailing out sub-soil water) as per P.W.D. standard schedule of rates for Chennai City for IC work
1053
-
-
Damaged house sewer service line with 90mm PVC
10657.8
-
-
Storm water crossing
93
-
-
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
1598.67
-
-
Rectification of damaged other under ground utilities like TNEB, BSNL, Internet cables street light cables etc..
200
-
-
The contractor must obtain the existing static GCP points from CMWSSB which shoud be considered as the control point with known coordinates X,Y and Z. Survey consultant to ensure the closing error is wtihin permissible limits while transfering the levels from the existing static GCP points and the same to be presented as a report. The same process shall be adopted for random verification of positional accuracy of points established using the PBMs as base. 2 km
17.76
-
-
For the points Underground/ Surface Assets along the roads
4750
-
-
Construction of dead end chamber
-
-
-
Hire charges for power drilling machine for Cutting the asphaltic cement concrete road.
380
-
-
Excavation in all types of soils as per SS 20B with initial lead of 10m and lift of 2.0m
192.38
-
-
Stock brick work with II class bricks in cement mortar 1:4 for 23 cm thick wall.
96.75
-
-
Plastering with cement mortar 1:3 for 20mm thick.
342
-
-
Plastering in C.M.1:3 mix, 12mm thick
418.95
-
-
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high
51.3
-
-
Supplying, fabricating and laying in position MS rounds or RTS rods for RCC works including cost of reinforcement, binding wire, cutting bending, cranking and tying in position with binding wire assembly, etc.
126.83
-
-
Cement concrete work 1:1/2:3 using 20mm gauge hard broken stone jelly for reinforced concrete works excluding centering, shuttering and cost of steel reinforcement but including laying in position, compacting, curing, finishing, etc., complete
34.2
-
-
Raising or lowering 45cm (18") or 60 cm (24") dia CI/FRC manhole frame and door using brick work in CM 1:3 grouiting with CC 1:2:4 using 20mm BG jelly rendering the top surface smooth with cement etc. complete
95
-
-
Reconstruction of damaged public fountain including platform and gully connections
-
-
-
CC 1:2:4 with 20mm stone jelly for P.C.C. work
8.78
-
-
Stock brick work in CM 1:4 for 11.5cm thick
7.14
-
-
Stock brick work in CM 1:4 for 23cm thick
6.99
-
-
Plastering with CC 1:3 for 12 mm thick including curing etc. complete
131.49
-
-
Providing and fixing 15cm and 10cm S.W. Gully trop with CI gratings in B.J. concrete in CM 1:4:10 with silt pit diaphragm arrangements etc. complete
54
-
-
Providing and fixing 20mm PVC Pipe 2m elbow 2 Nos. one side thread adopter 1 No. and 20mm and G.I. Nipple - 1 No. etc. complete.
54
-
-
Supply and fixing 20mm GM check valves
54
-
-
Supplying and laying 20mm dia MDPE pipe and specials including cutting, jointing etc. complete.
54
-
-
Bill No.3 Renewal of choked up water main at various streets in Depots 66,67,68,70,71,73,74,75,76,77 & 78 in Area VI
-
-
-
Cutting asphalitc concrete road
-
-
-
Non Bus route road
49373
-
-
Bus route road
2050
-
-
Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites
51423
-
-
Supplying and Laying D.I. Pipes of the following sizes of socket @ spigot end, push - on - joint DI pipes of classification K7 conforming to IS: 8329/2000 in standard lengths with cement mortar lining inside and outside Zinc coating, including Labour charges for loading, unloading and stacking at the site etc., including earthwork excavation for trenches in hard stiff clay, blackcotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10m and initial lift of 2m conveying to the site of work, lowering into the trenches, and aligning, jointing, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth etc., complete for the pipes of following diametres at the following depths.(Rate includes salvage value of old pipes & specials) at 1.5m deep
-
-
-
Non Bus route road
-
-
-
100mm dia
47173
-
-
150mm dia
1300
-
-
200mm dia
900
-
-
Bus route road
-
-
-
100mm dia
1500
-
-
150mm dia
550
-
-
Cutting of DI mains true to axis and finishing the ends complete.
-
-
-
100mm dia
1035
-
-
150mm dia
37
-
-
150mm
37
-
-
200mm dia
18
-
-
Supplying ,Conveying and fixing following sizes of DI specials of DI push - on joint specials as mentioned below conforming to IS: 9523/2000 including loading, unloading and stacking at the site etc as directed by the engineer at site, and including earthwork excavation, refilling with excavated soil, watering and ramming to consolidation and disposal of surplus earth etc complete.
-
-
-
100 x 100 x 100mm DI A/S Tee
455
-
-
100mm 90 degree bend 11Kgs *138.20
97
-
-
100mm end cap(6kgs *138.20)
107
-
-
150x150x100mm DI A/S TEE
26
-
-
200x200x100mm DI A/S TEE
7
-
-
Supplying, Conveying and fixing of CI sluice valves (PN 1.0) of following sizes conforming to IS: 14846/2000 including a pair of spigot flanged tail pieces, etc., loading, unloading, Transportation charges and stacking etc complete as per specifications.
-
-
-
100mm dia
196
-
-
150mm dia
4
-
-
200mm dia
2
-
-
Conveying and fixing MJ collar
-
-
-
100mm dia
846
-
-
150mm dia
52
-
-
200mmdia
8
-
-
Jointing the C.I/ D.I Double flanged pipes and
specials with rubber insertion to the required
specifications with M.S. bolts and nuts, complete including cost of jointing materials.
-
-
-
100mm dia
183
-
-
150mm dia
2
-
-
Testing of DI pipes with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occurred during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete for the following diametres of pipes.
-
-
-
100mm dia
48673
-
-
150mm dia
1850
-
-
200mm dia
900
-
-
Supplying and laying of MDPE 20mm (PE80) Blue pipe (IS:4427) with necessary specials including earth work excavation laying jointing testing and refilling the trenches including disposal of earth etc.complete.
22980
-
-
Making bore and tapping in the DI pipe line,supplying and fixing of specials consisting of plastic moulded clamp saddle with (SS304) female threaded metal insert ,sealing rubber and plastic wide strap including suitable bolts and nuts,Polypropylene compression fitting adopter with metal insert(SS 304-male threaded),Polyproplene compression fitting 90 deg elbow, UPVC Ball Valve(stop cock) with compression joint at one end and female threaded at other end and suitable enclosure(HDPE) with top side openable for housing UPVC Ball Valve(stop cock) and testing house service connections including cost of water etc complete for following sizes.
7660
-
-
Testing house service connection
7660
-
-
Construction of Sluice Valve Chamber of following sizes in second class brick work in CM 1:4 proportion with 12 mm thick outside plastering and 20mm thick inside plastering in CM 1:3 proportion, RCC cover slab in CC 1:2:4 proportion using 20 mm jelly, chamber foundation and bed block in PCC 1:3:6 proportion using 40 mm jelly including cost of reinforcement and labour charges, CI steps, etc. as per drawing.
i)1.35mx1.20mx1.55 m size chamber for upto100mm to 250mm Dia Sluice Valves
202
-
-
Disposal of surplus earth
414.76
-
-
Hire charges for diesel pumpset above 3HP to 7.5 HP including cost of fuel, machinist etc
5143
-
-
Interconnection work to the existing main including cutting the pipe, fixing specials, lead jointing and bailing out water
-
-
-
Cutting 150mm to 100mm (6” to 4”)
438
-
-
Cutting 250mm to 175mm (10” to 7”)
3
-
-
Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift 2.00m in hard stiff clay stiff black cotton, hard red earth, shales, Muram, gravel, stoney earth and earth mixed with small size boulders S.S. 20-B.(excluding timbering and bailing out sub-soil water) as per P.W.D. standard schedule of rates for Chennai City for IC work
1985
-
-
Damaged house sewer service line with 90mm PVC
12256
-
-
Storm water crossing
229
-
-
The contractor must obtain the existing static GCP points from CMWSSB which shoud be considered as the control point with known coordinates X,Y and Z. Survey consultant to ensure the closing error is wtihin permissible limits while transfering the levels from the existing static GCP points and the same to be presented as a report. The same process shall be adopted for random verification of positional accuracy of points established using the PBMs as base. 2 km
-
-
-
For the points Underground/ Surface Assets along the roads
10617
-
-
For underground / surface assets along the road for the distance 2.0km
51.42
-
-
Construction of dead end chamber
-
-
-
Excavation in all types of soils as per SS 20B with initial lead of 10m and lift of 2.0m
212.63
-
-
Stock brick work with II class bricks in cement mortar 1:4 for 23 cm thick wall.
106.94
-
-
Plastering with cement mortar 1:3 for 20mm thick.
378
-
-
Plastering in C.M.1:3 mix, 12mm thick
463.05
-
-
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high
56.7
-
-
Supplying, fabricating and laying in position MS rounds or RTS rods for RCC works including cost of reinforcement, binding wire, cutting bending, cranking and tying in position with binding wire assembly, etc.
140.18
-
-
Cement concrete work 1:1/2:3 using 20mm gauge hard broken stone jelly for reinforced concrete works excluding centering, shuttering and cost of steel reinforcement but including laying in position, compacting, curing, finishing, etc., complete
37.8
-
-
Raising or lowering 45cm (18") or 60 cm (24") dia CI/FRC manhole frame and door using brick work in CM 1:3 grouiting with CC 1:2:4 using 20mm BG jelly rendering the top surface smooth with cement etc. complete
105
-
-
Sub Total (excluding GST)
1
-
-
GST @18%
1
-
-
Evaluation Notes How It Works ?
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