Chennai Metropolitan Water Supply And Sewerage Board Tender
... More
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Chennai Metropolitan Water Supply And Sewerage Board - CMWSSB Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date21 Mar 2023
Closing Date18 Apr 2023
Tender Amount₹ 42,24,15,293.59
Costs
EMD
₹ 13,20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Cnt/sew/ncb/amrut 2.0 / 008 /2022-23
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_CMWSS_296625_1Bid Award Id
ViewTender No
CNT/SEW/NCB/AMRUT 2.0 / 008 /2022-23Tender Authority
Chennai Metropolitan Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://https://chennaimetrowater.tn.gov.in/
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Documents
BOQ Items
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at 1.0m deep
9744
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-
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at 1.5m deep
10897
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-
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at 2.0m deep
3096
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-
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Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, 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 lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation including timbering the trenches for depths 2.5m and above, pumping out subsoil water etc., complete.
-
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295/250mm OD/ID DWC PE or PP Pipe
-
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-
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at 2.5m deep
1687
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-
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at 3.0m deep
802
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-
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at 3.5m deep
531
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-
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at 4.0m deep
45
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-
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at 4.5m deep
25
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-
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Supply, delivery, laying and jointing of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, including earth work excavation for trenches in hard stiff clay, black cotton, 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, lowering the pipes in to the trenches, aligning, making rubber joints, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers)
-
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-
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250mm dia CI pipe
-
-
-
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at 5.0m deep
20
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Supply, delivery, laying and jointing of CI Socket spigot pipes including rubber gaskets as per the latest revision of IS 1536, including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering pipes in to the trenches, aligning, making rubber joints, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth,pumping out sub soil water etc.complete (For pumping main)
-
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-
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150mm dia CI LA class pipe at 1.5m depth
3825
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-
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150mm dia CI A class pipe at 1.5m depth
820
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-
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200mm dia CI LA class pipe at 1.5m depth
615
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-
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200mm dia CI B class pipe at 1.5m depth
1885
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-
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300mm dia CI A class pipe at 1.5m depth
1315
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-
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350mm dia CI A class pipe at 1.5m depth
745
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-
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400mm dia CI LA class pipe at 1.5m depth
220
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Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly and SRC for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete for End concrete.
-
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upto 1.5m from Ground level
344.76
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for 1.5m to 4.5m below ground level
3.74
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for 1.5m to 9.0m below ground level
0.68
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-
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Construction of machine holes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using Crushed stone sand (M sand) and 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, machine hole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each machine hole
-
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1.05mx 0.9m
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at 1.0m deep
422
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at 1.5m deep
365
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-
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Construction of Precast circular RCC machine holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC machine hole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast machine holes at the required position as directed by the engineer at site including testing the machine hole with water for 48 hours to check water tightness and rectifying the defects if any for the following sizes and depths.
-
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1200mm dia Circular machine hole for Sewers (upto 450mm dia)
-
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at 2.0m deep
110
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-
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at 2.5m deep
53
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-
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Construction of RCC machine holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC machine hole cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the machine hole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of machine holes.
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1200mm dia Circular machine hole for Sewers (upto 450mm dia)
-
-
-
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at 3.0m deep
38
-
-
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at 3.5m deep
19
-
-
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at 4.0m deep
1
-
-
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at 4.5m deep
1
-
-
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Supplying and fixing 150mm dia MS Ventilating columns 6.0m length with CI Base for Ventilating column, Wire Cowl, Supplying, Laying, Jointing and Testing of 150mm dia UPVC pipe to a length of 6m for each column including cost of joining materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, earthwork excavation, refilling etc., complete.
78
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-
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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
90167.9
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Road Cutting
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Cutting Asphaltic Road
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Non Bus Route
27461.72
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Bus Route
6716.4
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Cutting Cement Concrete Road
708.66
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Cutting CI Pipes
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150mm dia
40
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200mm dia
30
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300mm dia
10
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350mm dia
12
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-
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400mm dia
6
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-
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Cutting DWC PE Pipes
-
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250mm dia
893
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-
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Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, 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. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete
-
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-
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110mm dia upto a depth of 1.0m
11442
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-
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160mm dia upto a depth of 1.5m
2858
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Inspection Chamber : Construction of inspection chambers of following sizes with earth work excavation for foundation, 23cm thick concrete bed using 40mm brick jelly concrete in C.M. 1:4:10 (SRC & M-Sand) for foundation, brick work in C.M. 1:6 (SRC & M-Sand) for chamber, plastering with C.M. 1:3 (SRC & M-Sand),12mm thick, benching, channelling, supplying and fixing 60x60cm extra heavy duty FRC cover and frame, etc., complete for
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60 x 60 x 105cm
1042
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-
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60 x 60 x 150cm
258
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-
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Supplying and fixing drop pipes with 'U' clamps etc. complete (inside machineholes) at required level as type design cutting, jointing and filleting as per specification etc. complete.
-
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-
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295/250mm OD/ID DWC PE or PP Pipe
51.36
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-
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Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe for DWC PE pipes including ramming, consolidation etc., complete
9386
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-
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Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement. (for DWC PE or PP pipe length)
22612.61
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-
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Disposal of surplus earth (for DWC PE or PP pipe length)
10741.1
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Making through holes in plain or reinforced cement concrete with diamond core drilling system by using BOSCH power tools of following diameters
-
-
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110mm
1042
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-
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160mm
258
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-
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Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including shuttering for.
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-
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upto 3m high (below & above)
4194.3
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-
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3m to 4m below GL
8.18
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4m to 5m below GL
8.18
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Construction of precast anchor block using machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade with Sulphate resistant cement and M-Sand for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly including curing, the cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles with material and labour cost, conveyance and erection charges at the required position as per size given in the drawing and as directed by the Board Engineer at site.
-
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250mm
1119
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Supply, delivery, erection of sheet piles and fixing in position using timbering for trenches of average depths of 1.5m to 2.0m, including hire charges of sheet piles, dismantling the shoring after completion of work, etc., complete.
-
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-
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250mm
-
-
-
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For 2.0m deep
154.05
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-
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For 1.5m deep
543.35
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Supply, conveying and fixing CI specials as per the latest revision of IS 1538 including with ISI markings on it including earthwork excavation in hard stiff clay, stiff black cotton, 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., lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc.
-
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-
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150mm D/Soc CI 90o Bend
20
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-
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150mm D/Soc CI 45o Bend
13
-
-
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150mm D/Soc CI 22.5o Bend
4
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-
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200mm D/Soc CI 90o Bend
20
-
-
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200mm D/Soc CI 45o Bend
8
-
-
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300mm D/Soc CI 90o Bend
5
-
-
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300mm D/Soc CI 45o Bend
2
-
-
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300mm D/Soc CI 22.5o Bend
2
-
-
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350mm D/Soc CI 90o Bend
6
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-
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350mm D/Soc CI 45o Bend
2
-
-
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350mm D/Soc CI 22.5o Bend
2
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-
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400mm D/Soc CI 90o Bend
4
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-
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150 mm F/Spi Tail Piece
6
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-
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200 mm F/Spi Tail Piece
2
-
-
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300mm F/Spi Tail piece
1
-
-
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400mm x 300mm CI D/F taper
2
-
-
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350mm x 250 mm CI D/F taper
2
-
-
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200mm x 150 mm CI D/F taper
5
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200mm x 100mm CI D/F taper
3
-
-
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150mm x 100mm CI D/F Taper
7
-
-
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100mm x 80mm CI D/F Taper
12
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-
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150 mm x 80 mm D/Soc/Fl Tee
3
-
-
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200 mm x 80 mm D/Soc/Fl Tee
2
-
-
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300 mm x 80 mm D/Soc/Fl Tee
1
-
-
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350 mm x 80 mm D/Soc/Fl Tee
1
-
-
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400 mm x 100 mm D/Soc/Fl Tee
1
-
-
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400 x 200mm A/F tee
3
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-
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350 x 200mm A/F Tee
3
-
-
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300 x 200mm A/F tee
2
-
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200 x 150mm A/F tee
4
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150 x 100mm A/F tee
12
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150 mm D/F 90o Duck Foot bend
2
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-
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100 mm D/F 90oDuck Foot Bend
12
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-
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80 mm D/F 90oDuck Foot Bend
12
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-
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150 mm dia D/F CI 90o bend
7
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-
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100 mm dia D/F CI 90o bend
14
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-
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200 mm dia D/F CI 90o bend
5
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-
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400mm dia CI blank Flange
1
-
-
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350mm dia CI blank Flange
1
-
-
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300mm dia CI blank Flange
1
-
-
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200mm dia CI blank Flange
2
-
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150mm dia CI blank Flange
6
-
-
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Flow Meter
-
-
-
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350mm x 200mm D/Fl Taper
2
-
-
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400mm x 350mm D/Fl Taper
2
-
-
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300mm x 150mm D/Fl Taper
2
-
-
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350mm x 300mm D/Fl Taper
2
-
-
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400mm F/Spi Tail Piece
2
-
-
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400mm F/Soc Tail Piece
1
-
-
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350mm F/Spi Tail Piece
2
-
-
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350mm F/Soc Tail Piece
1
-
-
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Supply, conveying and fixing following CI D/F pipes as per latest revision of IS 1536 with ISI markings on it excluding earthwork excavation
-
-
-
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400mm D/F C.I. pipe-0.5m long
3
-
-
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350mm D/F C.I. pipe-0.5m long
3
-
-
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300mm D/F C.I. pipe-0.5m long
2
-
-
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200 mm D/F C.I pipe - 0.5m long
19
-
-
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200 mm D/F C.I pipe - 1.5m long
3
-
-
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200 mm D/F C.I pipe - 2.0m long
7
-
-
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200 mm D/F C.I pipe - 3.0m long
5
-
-
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200 mm D/F C.I pipe - 2.5m long
3
-
-
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150 mm D/F C.I pipe - 0.5m long
33
-
-
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150 mm D/F C.I pipe - 1.0m long
3
-
-
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150 mm D/F C.I pipe - 2.0m long
11
-
-
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150 mm D/F C.I pipe - 2.5m long
7
-
-
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150 mm D/F C.I. pipe - 3.0m long
3
-
-
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100 mm D/F C.I pipe - 0.5m long
38
-
-
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100 mm D/F CI Pipe -1.0m long
7
-
-
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100 mm D/F C.I pipe - 1.5m long
4
-
-
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100 mm D/F C.I pipe - 2.0m long
29
-
-
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100 mm D/F C.I pipe - 2.5m long
4
-
-
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FLOW METER
-
-
-
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200 mm D/F Pipe- 0.80m long
1
-
-
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200 mm D/F Pipe- 2.00m long
1
-
-
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150 mm D/F Pipe- 0.6m long
1
-
-
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150 mm D/F Pipe-1.5m long
1
-
-
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Supplying and Laying CI D/fl pipe including earth work excavation in all kinds of soil , including refilling the excavated earth 100 mm D/F C.I pipe - 2.0m long (from Desiliting pump to Silt Pit)
2
-
-
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Supplying and delivery at site, conveying and fixing the CI sluice valves as per IS 14846/2000 PN 1 with ISI marking including loading, transportation charges and stacking etc complete as per specifications
-
-
-
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300mm
2
-
-
... More
250mm
1
-
-
... More
200mm
7
-
-
... More
150mm
13
-
-
... More
100mm
13
-
-
... More
80mm
7
-
-
... More
Supplying and delivery at site, conveying and fixing the CI D/F Reflux valves as per IS 5312/Part I /84 with Bye-pass arrangements with ISI marking including loading, transportation charges and stacking etc complete as per specifications
-
-
-
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200mm
5
-
-
... More
150mm
7
-
-
... More
100mm
12
-
-
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Supplying and delivery at site, conveying and fixing the CI double air valve as per IS14845/2000 with ISI marking including loading, transportation charges and stacking etc complete as per specifications
-
-
-
... More
100mm
1
-
-
... More
80mm
7
-
-
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Jointing the CI specials with molten lead and yarn including caulking the joints and testing to the required pressure with water. (Including cost of Jointing materials)
-
-
-
... More
400 mm
12
-
-
... More
350 mm
24
-
-
... More
300 mm
20
-
-
... More
200 mm
60
-
-
... More
150 mm
80
-
-
... More
Jointing the double flanged pipes and specials with rubber insertion to the required specifications with M.S bolts and nuts, and testing the pipes to the required pressure including cost of joining materials etc incomplete.
-
-
-
... More
400 mm
11
-
-
... More
350 mm
11
-
-
... More
300 mm
11
-
-
... More
250 mm
3
-
-
... More
200 mm
74
-
-
... More
150 mm
124
-
-
... More
100 mm
170
-
-
... More
80 mm
38
-
-
... More
Supplying, laying , jointing and testing 110 mm dia UPVC pipes SN8-SDR 34(S 16.5) AS PER IS 15328/2003 pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10m , lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23 cm thick watering , ramming to consolidation , depositing the surplus earth, etc. complete at an average depth of 1.0m.
6
-
-
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Testing of M.S./C.I./P.V.C./D.I pipes with hydraulic testing equipment by filling with water and testing to recommended pressure in convenient stetches and attending the bursts if any occured during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete for following diameters of pipes
-
-
-
... More
400mm
1650
-
-
... More
350mm
815
-
-
... More
300mm
1620
-
-
... More
200mm
3580
-
-
... More
150mm
5655
-
-
... More
Construction of thrust blocks of std size with Plain Cement Concrete in 1:3:6 with 40mm HBG including earthwork excavation in hard stiff clay, stiff black cotton, 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 etc , centering , reinforcement ,compaction, curing etc. complete.
-
-
-
... More
400mm D/Soc CI 90o Bend
4
-
-
... More
350mm D/Soc CI 90o Bend
6
-
-
... More
350mm D/Soc CI 45o Bend
2
-
-
... More
350mm D/Soc CI 22.5o Bend
2
-
-
... More
300mm D/Soc CI 90o Bend
5
-
-
... More
300mm D/Soc CI 45o Bend
2
-
-
... More
300mm D/Soc CI 22.5o Bend
2
-
-
... More
200mm D/Soc CI 90o Bend
20
-
-
... More
200mm D/Soc CI 45o Bend
8
-
-
... More
150mm D/Soc CI 90o Bend
20
-
-
... More
150mm D/Soc CI 45o Bend
13
-
-
... More
150mm D/Soc CI 22.5o Bend
4
-
-
... More
Electromagnetic Flow Meter conforming to ISO 17025 Standard shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in units of kiloliters and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4 m/sec and be constructed as follows:Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon street flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber /Polyurethane/PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow.
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-
... More
The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel/SS304/Die cast Aluminium/Carbon Steel with Anticorrosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation. Signal Converter shall be pulsed DC coilexcitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume.”Converter shall be supplied with a programmable low flow drop out and empty pipe zero return. The signal converter housing should be die-cast aluminium with glass window. The converter cum transmitter should be fully programmable form the front facia. The programming should be user friendly, self- prompting menu driven. Flow meter test calibration certificate should be provided with life cycle test certificate from FCRI/NABL accredited lab as per details provided in specification of Volume-II.
-
-
-
... More
150mm dia
1
-
-
... More
200mm dia
1
-
-
... More
Works in Bus Route Roads during Night hours
-
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, 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 lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete and necessary lighting arrangements etc, complete in Bus route roads during night hours.
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 1.0m deep
2547
-
-
... More
at 1.5m deep
1321
-
-
... More
at 2.0m deep
397
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, 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 lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation including timbering the trenches for depths 2.5m and above, pumping out subsoil water etc., complete and necessary lighting arrangements etc, complete in Bus route roads during night hours.
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2.5m deep
425
-
-
... More
at 3.0m deep
121
-
-
... More
at 3.5m deep
129
-
-
... More
Supply delivery of CI Socket spigot pipes including rubber gaskets as per the latest revision of IS 1536,laying and jointing including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering pipes in to the trenches, aligning, making rubber joints, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth,pumping out sub soil water etc.complete and necessary lighting arrangements etc, complete in Bus route roads during night hours.(For pumping main)
-
-
-
... More
150mm dia CI LA class pipe at 1.5m depth
630
-
-
... More
150mm dia CI A class pipe at 1.5m depth
380
-
-
... More
200mm dia CI LA class pipe at 1.5m depth
705
-
-
... More
200mm dia CI B class pipe at 1.5m depth
375
-
-
... More
300mm dia CI A class pipe at 1.5m depth
305
-
-
... More
350mm dia CI A class pipe at 1.5m depth
70
-
-
... More
400mm dia CI LA class pipe at 1.5m depth
1430
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete for End concrete for works in Bus route roads during night hours.
-
-
-
... More
Up to 1.5m from Ground Level
61.54
-
-
... More
Construction of Precast circular RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC Machine Hole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast Machine Holes at the required position as directed by the engineer at site including testing the Machine Hole with water for 48 hours to check water tightness and rectifying the defects if anyfor the following sizes and depths with necessary lighting arrangements etc, complete in Bus route roads during night hours.
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 1.0m deep
107
-
-
... More
at 1.5m deep
49
-
-
... More
at 2.0m deep
15
-
-
... More
at 2.5m deep
16
-
-
... More
Construction of RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC Machine Hole cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the Machine Hole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of Machine Holes with necessary lighting arrangements etc, complete in Bus route roads during night hours.
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.0m deep
5
-
-
... More
at 3.5m deep
5
-
-
... More
Cutting CI Pipes for works in Bus route roads during night hours.
-
-
-
... More
150mm dia
9
-
-
... More
200mm dia
8
-
-
... More
300mm dia
2
-
-
... More
400mm dia
7
-
-
... More
Cutting DWC PE Pipes for works in Bus route roads during night hours.
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
167
-
-
... More
Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe for DWC PE pipes including ramming, consolidation etc., complete for works in Bus route roads during night hours.
1745.45
-
-
... More
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement.(for DWC PE or PP pipe length) for works in Bus route roads during night hours.
3973.83
-
-
... More
Disposal of surplus earth (for DWC PE or PP pipe length) for works in Bus route roads during night hours.
1994.97
-
-
... More
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including shuttering upto 3m high below and above ground level for works in Bus route roads during night hours.
742.1
-
-
... More
Providing and laying in position design mix cement concrete of M20 grade with M-sand for thickness of 100 mm after refilling of trenches for temporary restoration of bus route roads to be carried out during night hours
8275.5
-
-
... More
Construction of precast anchor block using machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade with Sulphate resistant cement and M-sand for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly including curing, the cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles with material and labour cost, conveyance and erection charges at the required position as per size given in the drawing and as directed by the Board Engineer at site (Bus route roads to be carried out during night hours)
-
-
-
... More
250mm
225
-
-
... More
Supply, delivery, erection of sheet piles and fixing in position using timbering for trenches of average depths of 1.5m to 2.0m, including hire charges of sheet piles, dismantling the shoring after completion of work, etc., complete for works in Bus route roads during night hours.
-
-
-
... More
250mm
-
-
-
... More
For 2.0m deep
19.85
-
-
... More
For 1.5m deep
66.05
-
-
... More
Supply, conveying and fixing CI specials as per the latest revision of IS 1538 including with ISI markings on it including earthwork excavation, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc. for works in Bus route roads during night hours.
-
-
-
... More
150mm D/Soc CI 90o Bend
6
-
-
... More
150mm D/Soc CI 22.5o Bend
3
-
-
... More
200mm D/Soc CI 90o Bend
3
-
-
... More
200mm D/Soc CI 45o Bend
1
-
-
... More
200mm D/Soc CI 22.5o Bend
4
-
-
... More
300mm D/Soc CI 90o Bend
2
-
-
... More
400mm D/Soc CI 90o Bend
2
-
-
... More
400mm D/Soc CI 45o Bend
3
-
-
... More
400mm D/Soc CI 22.5o Bend
2
-
-
... More
Jointing the CI specials with molten lead and yarn including caulking the joints and testing to the required pressure with water. (Including cost of Jointing materials) for works in Bus route roads during night hours.
-
-
-
... More
400 mm
14
-
-
... More
300 mm
4
-
-
... More
200 mm
16
-
-
... More
150 mm
18
-
-
... More
Providing thrust blocks with Plain Cement Concrete in 1:3:6 with M-sand and 40mm HBG for the DI pumping main including the cost of shuttering, cost of reinforcement ,compaction, curing etc. complete for works in Bus route roads during night hours.
-
-
-
... More
400mm D/Soc CI 90o Bend
2
-
-
... More
400mm D/Soc CI 45o Bend
3
-
-
... More
400mm D/Soc CI 22.5o Bend
2
-
-
... More
300mm D/Soc CI 90o Bend
2
-
-
... More
200mm D/Soc CI 90o Bend
3
-
-
... More
200mm D/Soc CI 45o Bend
1
-
-
... More
200mm D/Soc CI 22.5o Bend
4
-
-
... More
150mm D/Soc CI 90o Bend
6
-
-
... More
150mm D/Soc CI 22.5o Bend
3
-
-
... More
Dewatering by using well point system at the following depths including drilling borehole of size 6" to 8" using hand boresets, inserting of 150 mm dia PVC screen pipe and dewatering using suitable submersible pumpsets and DG set which includes Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete
-
-
-
... More
at 2.5m depth
140
-
-
... More
at 3.0m depth
56
-
-
... More
at 3.5m depth
44
-
-
... More
at 4.0m depth
2
-
-
... More
at 4.5m depth
2
-
-
... More
Topographic Survey of assets and utilities of CMWSSB using the latest technology to furnish “as built drawing with geo referenced Assets and Utilities” in (.shp) file format and the attribute data in FDGB/ PDGB format for incorporating into the GIS platform of CMWSSB.The Contractor must obtain the existing Static GCP points from CMWSSB which should be considered as the control point with known coordinates X, Y and Z. Survey consultant to ensure the closing error is within permissible limits (SoI Standards) while transferring 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. As built survey for every sewage and water pipeline and other assets must be done using DGPS based RTK method by transferring the coordinates from the nearest Static GCP of CMWSSB.
-
-
-
... More
Where there are signal interruptions for the RTK method, Total Station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co- ordinates of the assets can then be captured by Total Station. All the features, attributes of all the assets, utilities captured shall be Geo referenced as per standard Coordinate reference system (WGS 84 UTM Zone 44N). The final base map with assets and utilities shall be furnished in (.shp) format. The geo referenced assets and utilities along with the attributes (as specified by the GIS Wing, CMWSSB) shall be converted into proper geo database (FGDB / PGDB) with the attributes. One set Hard and Soft Copy of all the CMWSSB assets and utility has to be prepared category wise network wise in A0 Print for verification in a print scale of 1:1000 in A0 plot, with standard legends in international and NUIS standards and should be legible and three sets of final Hard Copy in A0 print.
-
-
-
... More
Collection system & Pumping Main covering Machineholes, house service connection, house service connection pipes, specials, Valve chambers, Water meter chamber, discharge chamber, Ventilating columns, encasing pipes (used for trenchless technology),etc along the alignment
44.93
-
-
... More
SPS and LS covering suction wells. Grit wells, Silt pit. ISMB column, pipes and specials, pumps and pump motor, pump house, electromagnetic flow meter, valves, DG sets, approach road, rain water harvesting pit, compound wall, odour control unit, and all surface and underground assets inside the premises of SPS and LS.
11
-
-
... More
Bill No.2 Construction of Screen Well, Suction Well, Valve Chamber, Grit Chamber, Pump House, Rainwater Harvesting Structures,Water Supply and Sanitary Items, Compound Wall, Air valve Chamber, Sluice valve Chamber, EFM Chamber and allied works
-
-
-
... More
Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, murum, gravel, stoney earth or earth mixed with small size boulders and hard gravely soil as per SS20B with initial lead of 10m and lift of 2m etc. complete for open excavation.
-
-
-
... More
0- 2 m below GL
958.62
-
-
... More
From 2.0 m to 3.0 m below GL
129.33
-
-
... More
From 3.0 m to 4.0 m below GL
31.74
-
-
... More
Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, murum, gravel, stoney earth or earth mixed with small size boulders and hard gravely soil as per SS20B with initial lead of 10m and lift of 2m etc. complete for trenches and foundations.
-
-
-
... More
0 - 2 m below GL
261.98
-
-
... More
From 2.0 m to 3.0 m below GL
10.52
-
-
... More
Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, murum, gravel, stoney earth or earth mixed with small size boulders and hard gravely soil as per SS20B with initial lead of 10m and lift of 2m etc. complete for road works
-
-
-
... More
0 - 2 m below GL
27
-
-
... More
Supplying and filling crushed stone sand (M sand) for foundation and basement including watering, consolidating, ramming etc. complete.
81.63
-
-
... More
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting
-
-
-
... More
From 1.0m above ground level to 3.0m below ground level (Curved Surface)
1625.45
-
-
... More
upto 3m high (below & above)
1548.51
-
-
... More
3m to 4m above & below GL
50.96
-
-
... More
4m to 5m above & below GL
85.4
-
-
... More
5m to 6m above & below GL
74.04
-
-
... More
6m to 7m above & below GL
1.5
-
-
... More
7m to 8m above & below GL
1.44
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete
-
-
-
... More
upto 1.5m from G.L
18.3
-
-
... More
from 1.5m to 4.5m below GL
36.99
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly & SRC for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete
-
-
-
... More
upto 1.5m from GL
15
-
-
... More
Cement concrete 1:2:4 using Crushed stone sand (M-sand) and 20mm gauge hard broken stone jelly for plain concrete works including laying ramming curing, etc., complete.
-
-
-
... More
upto 1.5m below GL
0.18
-
-
... More
from 1.5m to 4.5m below G.L
0.36
-
-
... More
Cement concrete 1:2:4 using Crushed stone sand (M-sand) and 20mm gauge hard broken stone jelly & SRC for plain concrete works including laying ramming curing, etc., complete.
-
-
-
... More
Up to 1.5m Below & 1.5m above GL
11
-
-
... More
1.5m to 4.5m below G.L
6.34
-
-
... More
4.5m to 9m below G.L
18.21
-
-
... More
Cement concrete 1:4:8 using Crushed stone sand(M-sand) and 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15cm thick including ramming,curing etc., complete
13.5
-
-
... More
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using Crushed stone sand (M-sand) and 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete.
-
-
-
... More
upto 1.5m above & below G.L
72.52
-
-
... More
1.5 m to 4.5m below G.L
4.92
-
-
... More
1.5 m to 4.5m above G.L
17.35
-
-
... More
4.5 m to 9.0m above G.L
9.38
-
-
... More
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade using SRC with M sand for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete
-
-
-
... More
upto 1.5m above & below G.L
41.73
-
-
... More
1.5 m to 4.5m below G.L
60.2
-
-
... More
1.5m to 4.5m above GL
1.08
-
-
... More
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M30 grade with M-sand for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete.
-
-
-
... More
Up to 1.5m below GL
4.08
-
-
... More
From 1.5m to 4.5m below GL
2.26
-
-
... More
Providing and laying in position machine batched machine mixed and machine vibrated design mix. Sulphate resistance cement concrete M30 grade (using SRC & M sand) for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, Mixer, vibrator, etc. as per standard specification and as directed at site
-
-
-
... More
upto 1.5m below GL & 1.5m above GL
397.1
-
-
... More
From 1.5m to 4.5m below GL
28.74
-
-
... More
From 4.5m to 9.0m below GL
33.11
-
-
... More
Providing point edge to well kerb using ISA 200x150x16 mm of weight 42.20 kg/m
6438.38
-
-
... More
Sinking of well below water level including all incidental charges using special tools and plants such as air compressior, helmet etc., complete and including bailing out water.
-
-
-
... More
5m dia well
-
-
-
... More
First depth of 2m
2
-
-
... More
Second depth of 2m
2
-
-
... More
Third depth of 2m
2
-
-
... More
Fourth depth of 2m
0.95
-
-
... More
4.5m dia well
-
-
-
... More
First depth of 2m
2
-
-
... More
Second depth of 2m
2
-
-
... More
Third depth of 2m
1.85
-
-
... More
3 m dia well
-
-
-
... More
First depth of 2m
2
-
-
... More
Second depth of 2m
2
-
-
... More
Third depth of 2m
0.46
-
-
... More
2.5 m dia well
-
-
-
... More
First depth of 2m
19.39
-
-
... More
Second depth of 2m
10.31
-
-
... More
Third depth of 2m
0.68
-
-
... More
Plugging the bottom of the well using C.C 1:3:6 using M-sand and 40mm gauge hard broken stone jelly with 10% extra cement for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing etc complete
-
-
-
... More
1.5m to 4.5m below GL
4.23
-
-
... More
4.5m to 9.0m below GL
39.9
-
-
... More
Supplying and fabricating CRS/Thermo Mechanically Treated High Corrosion Resistance bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works using 10mm -32mm dia rod (Fe-500 D Grade with CRS material)
76803.53
-
-
... More
Stock brick work with II class bricks in cement mortor 1:5 (Crushed stone sand (M-sand)) for 23 cm thick walls including curing etc. complete.
-
-
-
... More
Up to 1.5m above GL
49.38
-
-
... More
From 1.5 to 4.5m above GL
32.56
-
-
... More
Stock brick work in cement mortor 1:4 (Crushed stone sand (M-sand)) using second class bricks including curring etc. complete for 23 cm thick wall
-
-
-
... More
Up to 1.5m below & above ground level
15
-
-
... More
From 1.5 to 4.5m below GL
40.34
-
-
... More
Stock brick work in cement mortor 1:4 (Crushed stone sand (M-sand)) using second class bricks including curring etc. complete for 11cm thick wall. (From 4.5m to 9.0m above GL)
3.5
-
-
... More
Supplying and fixing barbed wire fencing over the proposed compound wall with ‘L’ angle iron 50 x 50 x 6mm & 1.45m posts bent to shape at 2.5m centres with 6 rows of barbed wire and also in a zig zag manner at 25cm c.c. connecting all the rows with barbed wire will be of 2 ply and 12 gauge or other approved size including drilling hole in ‘L’ iron posts and fixing the posts in cement concrete 1:2:4 of size 15x15x45cm etc as directed
143.1
-
-
... More
20mm thick sand faced cement plaster on wall upto hight 10 meters above ground level consisting of 12mm thick backing coat of CM 1:3 ( 1 cement : 3 M-sand ) and 8mm thick finishing coat of CM 1:1 ( 1 cement : 1 M-sand ) etc complete
781.34
-
-
... More
Plastering with C.M.1:3 (M-Sand) for 20mm thick including curing etc complete.
320.52
-
-
... More
Plastering with C.M.1:3 using Sulphate resistant cement with M- sand for 20mm thick including curing etc complete.(well inner)
1262.32
-
-
... More
Plastering with C.M.1:3 (SRC with M-sand) for 12mm thick including curing etc complete.
394.2
-
-
... More
Plastering with C.M 1:3 (M-Sand) for 12mm thick including curing etc. complete
426.17
-
-
... More
Special ceiling plastering for RCC slabs, and beams in CM 1:3 – 10mm thick with M-Sand including hacking and curing, etc., complete
47.16
-
-
... More
Flooring with 100mm thick base cement concrete 1:4:10 using M-sand and 40mm gauge brick jelly including laying ramming, curing, etc., complete.
41.66
-
-
... More
Paving Hydraulic Pressed Cement Double Charged Vitrified Tiles of size 800 x 800 x 10mm finished thickness with small Verona or Indian Marble Chips (other than Salem Magnasite) with CM 1:3 (M-sand), 20mm thick and painted with same colour Cement including polishing with power polisher to a high degree of polish so as to be perfectly smooth and glossy with GREY colour
38.44
-
-
... More
Supplying and fixing in position Cement based hydrualically pressed Anti-Skid tiles (pattern design) 20 mm thick in cement mortar 1:3 (M-sand) , 20 mm thick & pointed with same colour of cement etc.,complete.
4.44
-
-
... More
Dadooing walls with glazed tiles of sizes 15cmx15cmx6mm thick laid in CM 1;2 (M-sand), 10mm thick and pointing with white cement using 0.4 Kg/m2 including finishing the joint and pointing flush with tile surface, etc., complete.
22.56
-
-
... More
Terrace flooring with two course of flat tiles of 15cmx15cmx12mm using CM 1:3 (M-sand) mixed with crude oil 10% by weight of cement and pointed with same oiled mortar
51.64
-
-
... More
Weathering course Concrete with broken brick jelly 20mm gauge in pure slacked lime over R.C.C. roof slab in the proportion of 32:12 ½ (No sand to be used )well beaten with wooden beaters to the required depth of 80mm thick and giving required slope and thickness to roof as required, etc., complete.
4.62
-
-
... More
Supplying and erecting rolling shutters of 76mm 18 gauge of galvanised steel sheet with push and pull or self coiling type operated by pulling hook with top cover including locking arrangements and fixed in position inside or outside, etc., complete and painting with priming coat of redoxide without lock. (payment will be made by only for the actual opening of the shutters are rolled up wherever the shutters are to be fixed)
12
-
-
... More
UPVC OPENABLE TYPE WINDOW SIZE 1.2M X 1.3M
Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with G1/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work
6.24
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... More
ALUMINIUM DOOR SINGLE LEAF SIZE 2.1m X 1.0M: Supplying, fabricating and fixing in position of Alumi.Anod.natural colour matt finish door (of single leaf of size 2.1m x 1.0m) half glazed and half PLB board using 12 mm thick PLB board and 5.5 mm thick glazed door using rectangular Alu.Box section of size (Frame : Section - 101.60 x 44.45 x 3.18 mm @ 2.399 Kg/m, Shutter : Top, Middle, Vertical style- 50 x 44.45 x 2.5mm @ 1.292 Kg/m, Bottom - 100 x 44.45 x2.5mm @ 1.974 Kg/m) with necessary accessories such as rubber beading, Al. Clips, Best double action floor springs, Aluminium Handles on both sides,floor stopper,Tower bolt, Locks and glass including all materials,Labour, power consemption charges required for fabrication if necessary chipping, dismantling making necessary holes in RCC Coloums, Beams or Masonry wherever necessary with power drill to the extent required and made good to the original conditions after fixing etc.,complete. The Alumi. surface must be anodised with matt finish under electrically controlled condition in accordance with IS specification 1868 / 1962 of Anodic filthickness of not less than 15 Microns (Fifteen) for all sections.All the materials should be got approved by the Site Engineer before fixing as directed.
4.2
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Solid PVC door shutters using 19 Gauge 19mm MS square tubes for styles and outer frames.15mm MS Square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid PVC sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The overall size of styles shall be 50mm x 30mm. The overall size of top rail, Lock rail and bottom rail shall be 75mm x 30mm. The overall size of frames shall be 50mm x 45mm, with suitable rabate for housing the shutter. a. Solid panel PVC door with frame
3.16
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-
... More
Supplying and fixing in position of aluminium anodised colour matt finish Louvered Ventilator. The outer frame will be 62x38x2mm @ 1.17 Kg / m and the louvers with moving arrangements will be made with Alu. Channel of size 60x30x4 mm @ 1.27 kg /m with necessary glass pans for louvers 4mm thick Al. Clips, including all materials, labour & power consumption charges required for fabrication if necessary chipping dismantling making holes in RCC columns,beams or masonry wherever necessary with power drill to the extent required and make good to the original conditions after fixing etc., complete. The Aluminium surface is to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1962 of anodic film thickness of not less than15 microns (fifteen) for all sections. All the materials should be got approved by the Site Engineer before fixing in position as directed.
0.54
-
-
... More
Supplying and fixing M.S. grills for window and gate including one coat of primer with red lead etc. complete as directed.
66.16
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-
... More
Supplying and fabricating and erection of iron gate with grill works of required size as per direction at site with G.I pipes of 50 mm and specials at all sides and 40x40x6mm angles as bracing on which 2 No.of m.s sheet of 16 gauge of size 2x2.50m each is welded as two halves fixing letter ''METROWATER' including one coat of primer with red lead etc.compete as directed including fixing wicket gate of size 0.75x2.m with M.S.grill work
960
-
-
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Refilling with excavated soil ( other than sand) complying with standard specifications for filling in foundations & basement
487.88
-
-
... More
Disposal of surplus earth
1493.89
-
-
... More
Supplying river sand for filling in the RWH pit
0.22
-
-
... More
Supplying and fixing C.I.steps.
324
-
-
... More
Colour washing two coats over one coat white washing
892.79
-
-
... More
Painting with two coats of ready mixed exterior emulsion paint of good quality and of approved colour over a priming coat including thorough scrapping clean removal of dirt, etc., complete and including necessaary plaster of paris, putty, etc., wherever required.
For Exterior Walls
300.72
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Painting with two coats of ready mixed plastic emulsion paint first class quality and of approved colour over a priming coat including thorough scrapping clean removal of dirt, etc., complete and including necessaary plaster of paris, putty, etc., wherever required.
For Interior Walls
229.3
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White washing three coats ( Ceiling)
47.16
-
-
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Painting two coats with superior quality of ready mixed paints of chocholate colour, light green or grey colour or any other approved colour over painting with primary coat (red lead) on new iron work.
77.6
-
-
... More
Precast slab 100mm thk in Cement Concrete (SRC) 1:2:4 using Crushed stone sand (M-sand) and 12 to 20mm gauge hard broken stone jelly for reinforced cement concrete works including cost of steel, centering, shuttering and cost of steel reinforcement and including laying in position, compacting, curing, finishing,as per drawings,or as directed etc., complete.
138.09
-
-
... More
Precast slab 100mm thk in Cement Concrete 1:2:4 using Crushed stone sand (M-sand) and 12 to 20mm gauge hard broken stone jelly for reinforced cement concrete works including cost of steel, centering, shuttering and cost of steel reinforcement and including laying in position, compacting, curing, finishing,as per drawings,or as directed etc., complete.
13.72
-
-
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Supply and erection of Cast Iron single faced manually operated rising type penstock of following dia conforming to relevant IS with IS markings on it, having cast iron door and frame with Gunmetal seating, spindle made of Stainless steel, CI head stock with gear arrangment and hand wheel fitted in well
-
-
-
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250mm dia @6.5m depth
2
-
-
... More
250mm dia @5.5m depth
2
-
-
... More
250mm dia @5.0m depth
1
-
-
... More
250mm dia @4.5m depth
4
-
-
... More
250mm dia @4.0m depth
1
-
-
... More
250mm dia @3.5m depth
2
-
-
... More
250mm dia @ 3.0m depth
1
-
-
... More
Supply and installation of SS open mesh flooring of grade 316 with 25x6mm thick flats for outer frame and 25x3mm SS and 12x3mm SS flats spaced at 30mm and 60mm respectively forming a mesh on the surface of the well .
2073
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Supplying and fixing SS screen of grade 316. The screen shall be fabricated out of stainless steel flats of 50 x 10mm. The outer frame also shall be of 50 x 10mm fixed inside the well for seating the screen. The screen shall be so fabricated that the inclined portion of the screen is fixed and the horizontal portion of the screen is a removable one for lifting the pump for maintenance purpose. Outer frame and 50x10mm SS flats spaced at 35mm centre to centre to serve bar screens inside the screen well
8951.76
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Supply and fixing ISMB 300mm of 42.2kg/m for 5.5m on column over suction well
444
-
-
... More
Supply and fixing ISMB 300mm of 66.3kg/m for 9.5m on column over suction well
1227
-
-
... More
Erecting pulley block of 1Tonne capacity with a 3m chain including additional chain length of 10m facilitate for horizontal movement on the beam etc complete for suction well
1
-
-
... More
Erecting pulley block of 1Tonne capacity with a 3m chain including additional chain length of 9m facilitate for horizontal movement on the beam etc complete for suction well
1
-
-
... More
Erecting pulley block of 2Tonne capacity with a 3m chain including additional chain length of 11m facilitate for horizontal movement on the beam etc complete for suction well
1
-
-
... More
Erecting pulley block of 2Tonne capacity with a 3m chain including additional chain length of 10m facilitate for horizontal movement on the beam etc complete for well
1
-
-
... More
Painting with superior quality ready mixed paint of chocolate, light green, grey or any other approved colour over ISMB (for new iron work two coats).
37.34
-
-
... More
Providing and fixing colour glazed European water closet with rose wood seatings (Black) low level flushing tank with fittings, etc., complete.
2
-
-
... More
Providing and fixing 100 mm dia CI soil or vent pipe
5.6
-
-
... More
Providing and fixing 50 mm dia CI soil pipe bend without door arrangement for bathroom
2
-
-
... More
Providing and fixing 100mm dia CI soil or vent pipe bend without door arrangements
2
-
-
... More
Providing and fixing 50 mm dia CI soil or vent pipe for bathroom
3
-
-
... More
Providing and fixing 15 x 10 cm SW gully trap with CI gratings in BJ concrete in CM 1:4:10 (M-sand) with silt pit diaphragm arrangements etc., complete.
2
-
-
... More
Supplying, laying jointing and testing 110 mm dia UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, 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. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete at average depth of 1.5 m
14
-
-
... More
Construction of inspection chamber with earth work excavation for foundation, 23cm thick concrete bed using M-sand and 40mm brick jelly concrete in C.M. 1:4:10 (SRC) for foundation, brick work in C.M. 1:6 (SRC) for chamber, plastering with C.M. 1:3 (SRC),12mm thick, benching, channelling, supplying and fixing 60x60cm medium weight L.S. cover and frame, etc., complete for
a. 60cm x 60cm x 75cm
2
-
-
... More
Supplying and fixing 55cm x 40cm colour glazed wash basin with lead and brass connections, C.P. Pillar Tap and other fittings, etc., complete
2
-
-
... More
Supplying and fixing best mirror of size 60cmx45cm of 6mm thick with plywood back including necessary fittings, etc., complete
2
-
-
... More
Supplying and fixing C.P towel rails 45cmx 20mm
2
-
-
... More
Supplying GI pipes and specials of size 25mm dia including cutting, threading and jointing with necessary specials including carting the materials, fixing to wall with necessary clamps and screws, making holes in roof, repacking the same with necessary brickwork and plastering wherever necessary with scaffolding etc., complete
53
-
-
... More
Supplying and fixing 25 mm dia GM Gate Valve
2
-
-
... More
Supplying and fixing 25 mm dia GM foot Valve
2
-
-
... More
Supplying and fixing 20mm dia C.P Screw down Tap
4
-
-
... More
Supply and delivery of Electric Monoset centrifugal pump of capacity 100lpm and 20m head conforming to IS 9079:2002 as amended from time to time, with CI FG 200 Casing ,hydraulically and dynamically balanced Bronze grade LTB-2 impeller, impellerring and casing ring, stainless steel shaft capable of discharging required quantity of water against a total head noted below due to all causes. Pump shall of BEE 3 Star Rated and capable of discharging the specified quantity at the head noted at the minimum NPSHA at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase , 415 V+/- 10% , 50 Hz +/- 5%. Squirrel cage induction motor for continuous operation. The speed of the Pump and Motor shall be not less than 2700 to 2900 RPM respectively.
2
-
-
... More
Supply and delivery and fixing of HDPE tank 1000 litres capacity as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges as directed at site etc.,
2
-
-
... More
Laying CC 1:2:4 (M-sand) for RCC sun shade works using 20mm HBG jelly 80mm thick at wall end and 50mm thick at free end and projecting 600mm from wall face moulded along with RCC lintels and tailed into full thickness of wall where there no lintels excluding cost of steel reinforcement but including shuttering, compacting, curing and finishing etc. complete.
12.4
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-
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Supplying and filling hard broken granite stone jelly I.S.S 40 mm for filling
0.28
-
-
... More
Supplying and filling hard broken granite stone jelly I.S.S 20 mm for filling
0.22
-
-
... More
Supply and fixing of PVC slotted pipe, 160 mm dia
14.7
-
-
... More
Supply and fixing of PVC end cap 160 mm dia
2
-
-
... More
Drilling of bore well of size 16" dia in sedimentayr formation using hand boresets including insertion of casing pipes suppling and packing of pebbels and conveyance of hand boreset including loading and unloading
16
-
-
... More
Providing and fixing FRC cover and frame of size 60 x 60 cm including necessary masonry work and plastering etc. complete
16
-
-
... More
Construction of Chamber for Electromagnetic Flow Meter using machine batched machine mixed and machine vibrated design mix. Sulphate resistance cement concrete M25 grade (M- sand & SRC ) for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly, RCC cover slab in M20 proportion using 20 mm jelly, chamber foundation in PCC 1:3:6 (M-Sand & SRC) proportion using 40 mm jelly ,bed block in CC 1:2:4 (M-Sand &SRC) using 20mm jelly including cost of reinforcement and labour charges, earth work excavation ,sand filling,refilling and disposal of surplus earth ,fixing CI steps, etc. complete and including providing and fixing FRC cover and frame of size 60cmx60cm including necessary masonry work and plastering etc complete as directed by the Engineer at site as per specification of size 1.5 m x 1.5 m x 2.3 m for 150mm and 200mm dia Water Meters
2
-
-
... More
Construction of Air valve Chamber in second class brick work in CM 1:4 (M-sand & SRC) proportion with 12mm thick outside plastering in CM1:3 (M-sand) and 20 mm thick inside plastering in CM 1:3 (M-sand & SRC) proportion, RCC cover slab in M20 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm , bed block in CC 1:2:4 (M-sand &SRC) proportion using 20 mm gauge hard broken stone jelly , chamber foundation in PCC 1:3:6 (M-sand & SRC) proportion using 40 mm jelly including cost of reinforcement , shuttering and labour charges,earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders as per SS 20B with initial lead of 10m and lift of 2.0m,sand filling,refilling and disposal of surplus earth ,fixing CI steps, etc. complete and including providing and fixing FRC cover and frame of size 60cmx60cm including necessary masonry work and plastering etc complete as per specification and as per drawing.
-
-
-
... More
80mm Double Air valve (1.20m x 0.90m x 1.80m)
7
-
-
... More
100mm Double Air valve (1.50m x 1.20m x 2.30m)
1
-
-
... More
Providing and fixing gardening items on site as directed.
-
-
-
... More
Spider Lilly
80
-
-
... More
Plantation of rows of plants and shrubs on compound wall inside the pumping station as directed
159
-
-
... More
Clearing heavy jungle
840
-
-
... More
Band course work flat 10mm to 12mm thick and 50mm deep with C.M. 1:3 (Crushed stone sand (M-sand) including curing, etc., complete as directed
166.2
-
-
... More
Supplying and fixing PVC water bar, 150 mm wide for construction joint
767.94
-
-
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BILL NO:3 - SUPPLY, ERECCTION AND COMMISSIONING OF PUMPING EQUIPMENT AND ALLIED ELECTRICAL WORKS AT VARIOUS SEWAGE PUMPING STATIONS FOR UTHANDI UGSS.
-
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Supply, delivery, erection, testing and commissioning of non-clog submersible sewage pumpset with following duty point, driven by 3 Ph, 415 V, AC, 50 Hz, Electrical Motor with suitable weather proof cable (Copper ) of total length of 20 m, control panel, Pedestal Coupling, required length of guide wire / guide pipe, M.S.(GLVD) lifting chain, necessary level controlling probes with sufficient length of armoured copper LTUG cable to connect the probe from the junction box to the control panel, fasteners including laying of pump cable under ground with suitable conduit and clamping on walls in trays and incidental civil works etc.complete.
-
-
-
... More
Sew. Pump - 120 lpm against a total head of 7 m(LS01)
2
-
-
... More
Sew. Pump - 180 lpm against a total head of 7 m (LS02)
2
-
-
... More
Sew. Pump - 780 lpm against a total head of 16 m(LS03)
2
-
-
... More
Sew. Pump - 1440 lpm against a total head of 23 m(LS04)
2
-
-
... More
Sew. Pump - 120 lpm against a total head of 9 m(LS05)
2
-
-
... More
Sew. Pump - 2760 lpm against a total head of 14 m(LS06)
2
-
-
... More
Sew. Pump - 180 lpm against a total head of 8 m(LS07)
2
-
-
... More
Sew. Pump - 300 lpm against a total head of 10 m(LS08)
2
-
-
... More
Sew. Pump - 900 lpm against a total head of 14 m(LS09)
2
-
-
... More
Sew. Pump - 2040 lpm against a total head of 15 m(SPS01)
3
-
-
... More
Sew. Pump - 1320 lpm against a total head of 14 m(SPS02)
3
-
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... More
Supply, delivery, erection, testing and commissioning of electrically driven non-clog sewage submersible Grit pumpset including agitator arrangements, with the following duty point, including required capacity 3 Ph, 415 V, AC, 50Hz Electrical Motor with suitable weather-proof cable (copper ) of total length 25 m, control panel, Skirtbase, Flanged Elbow, lifting chain M.S.(GLVD) of length 10m, necessary level controlling probes with sufficient length of armoured copper LTUG cable to connect the probe from the junction box to the control panel, fasteners including laying of pump cable under ground with suitable conduit and clamping on walls / trays and incidental civil works etc.complete.
-
-
-
... More
Grit Pump - 500 lpm against a total head of 9 m(SPS01)
1
-
-
... More
Grit Pump - 500 lpm against a total head of 9 m(SPS02)
1
-
-
... More
Supply, delivery, erection, testing and commissioning of following sizes of power shunt capacitor for power factor improvement, suitable to operate on 415V, 3Ph,50Hz A/C supply, on suitable angle iron frame-works (37.5 mm x 37.5 mm x 6.24mm ) at a height of 0.25m from the ground, including earthing and incidental civil works etc., complete.
-
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1kVAR
12
-
-
... More
2kVAR
4
-
-
... More
4kVAR
3
-
-
... More
6kVAR
5
-
-
... More
8kVAR
2
-
-
... More
Supplying and fixing of Triple Pole Fuse carrier in MS sheet steel encloure with provision for accommodating the TNEB meter including earthing etc., complete.
-
-
-
... More
32Amps
5
-
-
... More
63Amps
2
-
-
... More
200Amps
1
-
-
... More
100Amps
3
-
-
... More
Supplying and fixing of Triple Pole SFU with HRC fuses on suitable angle iron frame with earth connection only.
-
-
-
... More
32Amps
5
-
-
... More
63Amps
2
-
-
... More
200Amps
1
-
-
... More
100Amps
3
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... More
Supply, delivery, erection, testing and commiossioning of floor mounted M.V.panel with aluminium bus bars and consisting of the following accessories with necessary interconnections between busbars, switches and trunking box, measuring instruments such as voltmeters,ammeters with selectorswitches, energy meter,phase indicating lamps, etc., complete with incidental civil works & constructing concrete plinth for MV Panel above MFL and comprising of following;
-
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-
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Capacity of M.V. Panel - 32 Amps
5
-
-
... More
32 A FP(SN) MCCB 25 kA (for EB) - 1 No
-
-
-
... More
16 A TP MCCB 25 kA for Sew. Pump - 2 Nos
-
-
-
... More
16A TPMCCB25kA (forSew. Pumpcap.)-2Nos
-
-
-
... More
Capacity of M.V. Panel - 63 Amps
1
-
-
... More
63 A FP(SN) MCCB 25 kA (for EB) - 1 No
-
-
-
... More
20 A TP MCCB 25 kA for Sew. Pump - 2 Nos
-
-
-
... More
16A TPMCCB25kA (forSew. Pumpcap.)-2Nos
-
-
-
... More
Capacity of M.V. Panel - 100 Amps
1
-
-
... More
100 A FP(SN) MCCB 25 kA (for EB)
-
-
-
... More
50 A FP(SN) MCCB 25 kA (for DG)
-
-
-
... More
40 A TP MCCB 25 kA for Pump 1
-
-
-
... More
20 A TP MCCB 25 kA for Grit Pump
-
-
-
... More
63 A TP MCCB 25kA (for Pump 1 cap.)
-
-
-
... More
16 A TP MCCB 25kA (for Grit Pump cap.)
-
-
-
... More
63 A TP MCCB 35kA (for PLC Panel)
-
-
-
... More
32 A TPN MCB 10kA (for LDB & PLC)
-
-
-
... More
Capacity of M.V. Panel - 63 Amps
1
-
-
... More
63 A FP(SN) MCCB 25 kA (for EB)
-
-
-
... More
32 A FP(SN) MCCB 25 kA (for DG)
-
-
-
... More
20 A TP MCCB 25 kA for Pump 1
-
-
-
... More
20 A TP MCCB 25 kA for Grit Pump
-
-
-
... More
16 A TP MCCB 25kA (for Pump 1 cap.)
-
-
-
... More
16 A TP MCCB 25kA (for Grit Pump cap.)
-
-
-
... More
63 A TP MCCB 35kA (for PLC Panel)
-
-
-
... More
32 A TPN MCB 10kA (for LDB & PLC)
-
-
-
... More
Capacity of M.V. Panel - 200 Amps
1
-
-
... More
150 A FP(SN) MCCB 25 kA (for EB)
-
-
-
... More
63 A FP(SN) MCCB 25 kA (for DG)
-
-
-
... More
50 A TP MCCB 25 kA for Pump 1
-
-
-
... More
20 A TP MCCB 25 kA for Grit Pump
-
-
-
... More
63 A TP MCCB 25kA (for Pump 1 cap.)
-
-
-
... More
16 A TP MCCB 25kA (for Grit Pump cap.)
-
-
-
... More
63 A TP MCCB 35kA (for PLC Panel)
-
-
-
... More
32 A TPN MCB 10kA (for LDB & PLC)
-
-
-
... More
Capacity of M.V. Panel - 100 Amps
1
-
-
... More
100 A FP(SN) MCCB 25 kA (for EB)
-
-
-
... More
50 A FP(SN) MCCB 25 kA (for DG)
-
-
-
... More
40 A TP MCCB 25 kA for Pump 1
-
-
-
... More
20 A TP MCCB 25 kA for Grit Pump
-
-
-
... More
63 A TP MCCB 25kA (for Pump 1 cap.)
-
-
-
... More
16 A TP MCCB 25kA (for Grit Pump cap.)
-
-
-
... More
63 A TP MCCB 35kA (for PLC Panel)
-
-
-
... More
32 A TPN MCB 10kA (for LDB & PLC)
-
-
-
... More
Capacity of M.V. Panel - 100 Amps
1
-
-
... More
100 A FP(SN) MCCB 25 kA (for EB)
-
-
-
... More
63 A FP(SN) MCCB 25 kA (for DG)
-
-
-
... More
32 A TP MCCB 25 kA for Pump 1
-
-
-
... More
20 A TP MCCB 25 kA for Grit Pump
-
-
-
... More
32 A TP MCCB 25kA (for Pump 1 cap.)
-
-
-
... More
16 A TP MCCB 25kA (for Grit Pump cap.)
-
-
-
... More
63 A TP MCCB 35kA (for PLC Panel)
-
-
-
... More
32 A TPN MCB 10kA (for LDB & PLC)
-
-
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Supply, delivery, erection, testing and commissioning of following capacity Diesel Generator set, Phase, 50Hz, 415V, consisting of Diesel Engine capable of delivering continous brake horse power with standard fittings, water-cooled Radiator, acuostic enclosure to restrict the noise level as per TNPCB norms, Residential silencer with exhaust pipe arrangements, suitable alternator (brushless), self-excited, self-regulated, suitable for continous operation. Standard control panel consisting of ammeter with CT's and selector switch, voltmeter with selector switch MCCB, energy meter, earth fault relay, indicating lamps, fuses, and required 1.1KV grade PVC armoured aluminium cable from alternator to alternator control panel , 12/24V battery, battery leads, battery charger etc.Coupling with guard ,Fuel tank ( 8 hours capacity ) common rigid MS channel Base frame, antivibration mounting pad setc.complete.
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Capacity of D.G. Set - 30 kVA(LS04&SPS01)
2
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Capacity of D.G. Set - 20 kVA(LS09)
1
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Capacity of D.G. Set - 40 kVA(LS06&SPS02)
2
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Supplying and clamping of variuos sizes of PVC insulated PVC sheathed armoured aluminium LT UG cable by MS clamps on wall or in a trench to be excavated at a depth of 2 ½ ' putting 6” layer of sand and covering the cable with brick and sand refilling the earth to make good as directed.
-
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- DO - 4 core 6sq.mm. (Wall)
260
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- DO - 4 core 10sq.mm. (Wall)
290
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- DO - 3 ½ core 25 sq.mm. (Wall)
25
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- DO - 3 ½ core 50 sq.mm. (Wall)
45
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- DO - 3 core 6 sq.mm (Wall)
250
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- DO - 3 core 10 sq.mm (Wall)
120
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- DO - 2 core 4 sq.mm (Wall)
180
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- DO - 3 core 2.5 sq.mm (UG)
1350
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- DO - 4 core 16 sq.mm (UG)
50
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- DO - 4 core 6 sq.mm (UG)
25
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- DO - 3 ½ core 25 sq.mm. (UG)
50
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- DO - 3 ½ core 95 sq.mm. (Wall)
15
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- DO - 4 core 16 sq.mm (Wall)
20
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Supplying and fixing of cable gland and termination with Al. cable lugsfor the following sizes of PVC insulated PVC sheathed armoured alumunium LT UG cable and with earth connection.
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- DO - 4 core 6sq.mm.
70
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- DO - 3 core 6sq.mm.
32
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- DO - 2 core 4sq.mm.
36
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- DO - 3 core 2.5sq.mm.
275
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- DO - 3 ½ core 25 sq.mm.
12
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- DO - 3 ½ core 50 sq.mm.
12
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- DO - 4 core 16sq.mm.
8
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- DO - 3 core 10sq.mm.
20
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- DO - 4 core 10sq.mm.
40
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- DO - 3 ½ core 95 sq.mm.
4
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Supply delivery and fixing of out door weather proof junction box fabricated in MS sheet steel (12 SWG for front 14 SWG for other sides) near the suction well for terminating the Pump power cable and control cable on an angle iron frame at convenient height for working and above the local MFL with provision for terminal block & earthing as per IS including incidental civil works etc.,complete.
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Up to 20HP
26
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Supply, delivery and fixing of out door wheather proof Local Push Button station in the compartment provided in the Junction Box with 1 No"ON" and 1 No "OFF" push buttons (the "OFF" push button shall be locable in "OFF" position).
26
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Supply, delivery and erection of Single Phase 6 way
16 Amps, 10kA LDB with the following:
1 No. of 16A, DP RCCB
4 Nos of 6A, SP MCB
in sheet steel enclosure fitted with busbars and neutral links and suitable angle iron frame works with provision for earthing etc. complete.
6
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Supply, delivery and erection of Three Phase 6 way 32 Amps, 10kA LDB with the following:
1 No of 40 A FP isolator for incoming supply
3 Nos. of 16A, DP RCCB
3 Nos. of 16A, SP MCB
1 No of 16A, DP MCB
3 Nos of 6A, DP MCB
in sheet steel enclosure fitted with busbars and neutral links and suitable angle iron frame works with provision for earthing etc. complete.
5
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Run of 2 of 2.5 sq mm PVC unsheathed aluminium single core cable in PVC pipe for mains with continuous earth connection by 14 SWG wire From the MCB DB to the Switch boards in office, store,and 16A power socket.
825
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Wiring with 2.5 sq mm PVC insulated single core aluminium cables of 650 V Grade on suitable rigid PVC pipe on wall and ceiling with PVC accessories, with MS switch box covered with 3 mm thick hylam sheet with continous earth wire connection of 14 SWG TC wire.
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Light points
84
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Fan points
5
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Wiring with 2.5 sq.mm PVC unsheathed A1. single core cable on suitable rigid PVC pipe for 5A 3 pin CS plug non interlocking including supply and fixing of plug pin top in MS box with continuous earth connection by 14 SWG TC wire.
11
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Lighting Fixtures
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Supplying and fixing of box type 4’ 20W single LED fitting complete with TW round block and tube on ceiling or wall with connection.
52
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Supplying and fixing of 18 Watt LED lamp with round type LED Troffer recessed mounted fitting complete.
16
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Supplying and fixing of 12" sweep AC exhaust fan complete including providing necessary opening in the wall.
16
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Supply and fixing of 48" sweep AC ceiling fan complete with regulator with lm down rod (stem pipe) including supplying and fixing of fan clamp with side plates and cross arms.
5
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a)Supply and erection of 1 No 3" dia 2 m long tubular Wall Mounted post with complete 120W LED lamp with necessary fitting and other accessories etc.
22
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Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm
275
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Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm
66
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Supplying and fixing of 15 amps, single phase, DP SFU switch with F&N on suitable TW Board with earth connection only
11
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a) Supply and erection of 1 No 3" dia 5 m long tubular Pole Mounted post with complete 250W sodium vapour lampwith necessary fitting and other accessories etc.
15
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Supplying and laying of PVC , LTUG cable under ground in a trench to be excavated at a depth of 2 ½ ' putting 6” layer of sand and covering the cable with brick and sand refilling the earth to make good as directed for 2 core 4 sq.mm
375
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Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm
125
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Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm
40
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Supplying and fixing of 15 amps, single phase, DP SFU switch with F&N on suitable TW Board with earth connection only
5
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a)Supply and delivery of the following safety equipment a) 5 kg capacity ISI marked dry chemical powder type fire extinguisher
11
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First Aid box ( medium)
11
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Fire bucket - 3 Nos with MS stand
11
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Rubber mat 6mmthick of 1.1 kv grade of size 2m x 1m
11
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Fire safety rules chart
11
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Shock treatment chart
11
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"Caution / Danger" Board
33
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Supply and delivery of the following tools:
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Double ended open jaw spanner set of size in mm 6x7, 8x9, 10x11, 12x13, 14x15, 16x17, 18x19, 20x22, 20x23 24x27, 25x28 & 30x32
5
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Ring spanner set of size in mm 6x7, 8x9, 10x11, 12x13, 14x15, 16x17, 18x19, 20x22 20x23 24x27, 25x28 & 30x32.
5
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Screw driver of size 12 inches
5
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Cutting plier of size 8 inches
5
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Tong Tester ( clamp on type- multiutility) A C voltage 0 - 750 V AC current 0 - 1000 A D C voltage 0 - 1000 V Resistance 0 - 40 mega ohms
5
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Electrical tester
11
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Diesel Filling Pump (Hand operated )
5
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Measuring Dip Rod (MS) (for measuring 200 ltr. standard Barrel )
5
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Hack Saw frame with blade
5
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Lever type Grease gun
5
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Supply and delivery of Rechargeable emergency lamp with 600mm Fluorocuent lamp, dry type rechargable battery etc.,complete.
11
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Earthing as per ISI specifications with necessary masonary work
54
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Supply and connection of earthing conductor including two coats of approved painting and laying between earth pit and equipments 25 x 6 mm GI Flat
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25 x 6 mm GI Flat
400
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40 x 6 mm GI Flat
400
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Supply, Delivery, erection, testing and commissioning of PLC Control Panel including the Remote Terminal Unit/ Programmable Logic Controller (RTU/PLC), Human Machine Interface (HMI), GPRS modem, 1 kVA UPS and accessories along with mounting assembly & cables including installing the PLC programming package and interconnecting with the existing SCADA System at Centralized Monitoring Location (the software will be provided by CMWSSB) as directed by Engineer and interconnecting with the ultrasonic level transmitters, electromagnetic flow meters and with existing MV panels, Capacitor panels at each sewage Pumping Station to switch ON/OFF the pumps based on level feedback, Switch ON/OFF the existing capacitor bank to maintain Powerfactor as per EB norms, and to monitor EB/ DG supply including incidental civil works etc., complete.
5
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Supply, Delivery, erection, testing and commissioning of Ultrasonic Level Transmitter suitable for maximum depth of suction well with necessary mounting arrangements including incidental civil works, etc complete.
5
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Operation and maintenance of the installation: Operation and maintenanceof the plant with all auxiliary equipment for a period of 120 days for each station after satisfactory supply, erection , commissioning and operating the entire plant for 30 days, free of cost by the contractor before handing over the plant to the Board. (LS/LFT-6Nos)
720
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Operation and maintenance of the installation: Operation and maintenanceof the plant with all auxiliary equipment for a period of 120 days for each station after satisfactory supply, erection , commissioning and operating the entire plant for 30 days, free of cost by the contractor before handing over the plant to the Board.(LS/SPS - LT-5Nos)
600
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Supply ,delivery, installation and commisioning of odor control equipment with required Air flow suction capacity from sewage pumping station and required components i.e;. platform for instalation,commission, Ducting, Damper, Inlet, Drainage point, View P
2
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Providing necessary transparent tank covering arrangements with material of construction Poly Ethylene (or) MS with epoxy lining for suction well as well as grit well with suitable removable opening for pumpsets and pipelines including frames and allied works as per specification.
54
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BILL NO 4. Laying CI Pumping Main Across East Cost Road by Trenchless Crossing
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Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), depth upto 5m in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 15 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ Railways/Canal crossing etc and driving the horizontal bore by pushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by Engineers.
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600mm dia MS encasing pipe including cost of driving pit, thrust bed/wall and receiving pit to the depth of 0m to 5m excluding the cost of MS pipes
70
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Supplying and conveying of 600mm dia MS pipe with 12.5 mm thickness
70
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Supply, conveying and fixing CI D/F pipes as per IS:1537 and CI SS/DF specials as per IS 1538 excluding earthwork excavation
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350 mm dia D/F pipes
70
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350 mm F/Spi Tail Piece
1
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350 mm F/Socket Tail Piece
1
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Jointing the double flanged specials with rubber insertion to the required specifications with M.S bolts and nuts, complete.
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350 mm
15
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Providing concrete bed in Cement Concrete 1:2:4 using Crushed stone sand (M-sand) and 12 to 20mm gauge hard broken stone jelly along the profile of 350mm CI D/fl pipe inside the 600mm M.S encasing pipe for entire length for smooth insertion and safety of the CI D/Fl pipe
2
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Supplying abd Fixing suitable M.S clamp to hold the CI pipe with the encasing pipe to avoid the lifting of pipe during pumping
15
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Inserting 350mm dia CI D/F pipe in 600mm dia MS encasing pipe etc complete as directed by engineer incharge (All labours tools and materials,plants and equipments for inserting pipes are to be supplied by the tenders/contractors at his own cost) excluding the cost of 350mm dia CI D/Fl pipes
70
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