Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date17 Oct 2023
Closing Date24 Jan 2024
Tender Amount₹ 1,72,49,00,000
Costs
EMD
₹ 1,72,49,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MAWS_379653_1Bid Award Id
ViewTender No
8502/2018/E1Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
GEM & Bid Advisory Services
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Documents
BOQ Items
3 to 4m depth
117.4
-
-
Providing shoring and strutting with sheet piles/wooden piles & planks, with necessary support for excavation beyond the depth of 2m, including the cost of sheet pilesShoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete, wooden piles, plank & other materials, removing shoring and strutting after the pipes are laid etc. complete as directed by the Engineer in charge.0 to 2.0m depth
49382
-
-
Lowering of DWC / HDPE Pipes to proper grade and alignment, cutting the pipes true to axis to the required alignment and slope as indicated in drawing/design and hydraulically testing the pipe to the required pressure as directed by the departmental engineer including Labour charge etc,. complete as per specifications at different depths.Up to 2m 200 mm DWC Pipe
164567
-
-
2m to 4m 200 mm DWC Pipe
40966
-
-
above 4m 200 mm DWC Pipe
123
-
-
Up to 2m 250 mm DWC Pipe
1901
-
-
2m to 4m 250 mm DWC Pipe
994
-
-
Up to 2m 300 mm DWC Pipe
823
-
-
2m to 4m 300 mm DWC Pipe
704
-
-
Lowering of HDPE Pipes to proper grade and alignment, cutting the pipes true to axis to the required alignment and slope as indicated in drawing/design and hydraulically testing the pipe to the required pressure as directed by the departmental engineer including Labour charge etc,. complete as per specifications at different depths.Up to 2m 355 mm HDPE Pipe
872
-
-
2m to 3m 355 mm HDPE Pipe
704
-
-
Up to 2m 400 mm HDPE Pipe
170
-
-
2m to 4m 400 mm HDPE Pipe
218
-
-
above 4m 400 mm HDPE Pipe
409.45
-
-
Up to 2m 450 mm HDPE Pipe
14490.44
-
-
2m to 4m 450 mm HDPE Pipe
8226.96
-
-
Up to 2m 500 mm HDPE Pipe
7315.06
-
-
2m to 4m 500 mm HDPE Pipe
8901.2
-
-
above 4m 500 mm HDPE Pipe
19
-
-
Up to 2m 560 mm HDPE Pipe
177
-
-
2m to 4m 560 mm HDPE Pipe
85
-
-
above 4m 560 mm HDPE Pipe
58
-
-
Up to 2m 630 mm HDPE Pipe
4
-
-
Jointing DWC/HDPE Pipes and Specials by buttfusion welding/ electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (Part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by Engineer in charge. 200mm dia
30636
-
-
250mm dia
491
-
-
300mm dia
271
-
-
355mm dia
186
-
-
400mm dia
65
-
-
450mm dia
36
-
-
500mm dia
4
-
-
Charges for cutting open roads for laying Sewer lines as per the drawing and standard specification and directed by the Departmental Officers.B.T.Road Cutting
5123.63
-
-
C.C.Road Cutting
4009.81
-
-
Refilling the trenches with excavated earth including watering and consolidation as directed by the Engineer in Charge and as per standard specification.
137865.53
-
-
Conveyance of excess earth to a distance not exceeding 5km as directed by the Departmental Engineer including cost of loading and transportation charges etc complete BEDDING
120397.56
-
-
Supplying and filling in foundation and basement with stone dust in layers of not more than 20cm thick well rammed watered and compacted etc., complete complying with standard specification.
76352.64
-
-
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 "Krishnagiri Municipality" & 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
86668
-
-
Construction of Machine holes of different depths as per type design/drawing along sewer lines and provided with tight fitting FRC Machine hole frames and covers of 600 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The Machine hole shall be of brick work (with approved chamber class II bricks of size 8.75"X4.25 " X 2 3/4" in CM 1:3 and plastered with CM 1:3, 20mm thick inside and 12mm thick outside as per type design with foundation concrete 250mm thick in CM 1:4:8 using 40mm HBG. Benching and channeling should be provided in the Machine hole and suitable diameter pipes for House service connection (Not exceeding 6 Nos. for each manhold) to be left in the Machine holes as directed by the Engineer in- charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc., complete as per standard specification and directed by the Department Engineer. For construction of Sewer works SRC cement has to be upto 1.5m deep below GL - Rectangular 0.75x1.20m inner size
3657
-
-
1.5m to 2m below GL - Rectangular 1.20X0.90m inner
size
1423
-
-
2m to 2.5m below GL - Rectangular 1.20X0.9m inner size
634
-
-
2.5m to 3m below GL - Circular 1.50m inner dia.
339
-
-
3m to 3.5m below GL - Circular 1.50m inner dia.
159
-
-
3.5m to 4.0m below GL - Circular 1.50m inner dia.
33
-
-
Construction of Drop Machine holes as per the specification of Machine holes including the additional Earthwork excavation up to 2.5 m depth - RCC Rectangular of size 0.9m x 1.20m (inner) above 2.5 m depth RCC Circular of diameter 1.5m (inner) Earth work excavation for foundation & depositing on bank with an initial lead of 10 m & lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil -SS20B up to 1.5m depth Soft disentegrated rock, laterite, soft rock, kankar not requiring blasting in SDR Soil .1.5 - 2m depth etc. complete, Medium rock, and Dense Medium Rock not requiring Blasting 2 - 3 m depth Hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited.above 3 m depth including all charges etc complete as per the standard specifications as directed by Corporation Engineer 0.6 - 1.0 m depth
469
-
-
1.00 - 1.50 m depth
175
-
-
1.50 - 2.00 m depth
104
-
-
2.00 - 2.50 m depth
60
-
-
2.50 - 3.00 m depth
15
-
-
Clearing away and carefully stacking materials useful for reuse of any thickness of walls
7724.25
-
-
Supplying of following ID dia. Double Wall Corrugated High Density Poly Ethylene Pipes, SN 8 as per IS 16098 (Part 2):2013 / EN 13476, including cost of conveyance, stocking charges, etc., complete as per standard specifications. 200mm dia.
210737
-
-
250mm dia.
3628
-
-
300mm dia.
1687
-
-
Supply and delivery of HDPE pipes for sewerage PE 100 PN6 conforming to IS : 14333/1996 (ammended in 2009) 355mm dia
1070
-
-
400mm dia
324
-
-
450mm dia
211
-
-
500mm dia
19
-
-
Schedule - 2 - House Service Connection
DOMESTIC(WITHIN THE PREMISES OF PIPE LENGTH 6M) Supply, conveying to site, laying and jointing of 110mm dia UPVC pipes including fixing to inspection chamber , earthwork excavation (including charges for bedding), including, refilling of trenches with excavated earth, etc., complete for each house service connection within property limits
19556
-
-
NON-DOMESTIC(WITHIN THE PREMISES OF PIPE LENGTH 6M)
Supply, conveying to site, laying and jointing of 160mm dia UPVC pipes including fixing to inspection chamber , earthwork excavation (including charges for bedding), including, refilling of trenches with excavated earth, etc., complete for each house service connections within property limits
2173
-
-
Pipe from Inspection Chamber (IC) to Machine Hole - 6m Length
DOMESTIC( IC to MH OF PIPE LENGTH 6M) Supply, conveying to site, laying and jointing of 110mm dia UPVC pipes including fixing to MH in sewer line and inspection chamber , earthwork excavation (including charges for bedding), cutting open BT road, refilling of trenches with excavated earth, etc., complete for house service connections from property limits to Machine holes on sewers.
19556
-
-
NON-DOMESTIC ( Inspection Chamber (IC) to Machine Hole OF PIPE LENGTH 6M) Supply, conveying to site, laying and jointing of 160mm dia UPVC pipes including fixing to MH in sewer line and inspection chamber , earthwork excavation (including charges for bedding), cutting open BT road, refilling of trenches with excavated earth, etc., complete for house service connections from property limits to Machine holes on sewers.
2173
-
-
Inspection Chambers Construction of inspection chamber of inner size of 0.45 m x 0.45m x 0.6m for domestic connections including earth work excavation, Plain Cement Concrete 1:4:8 using 40 mm HBG for foundation, 11.5 cm thick walls in Brick work in CM 1:5 using ground moulded country bricks of size 8.75"X4.25 " X 2 3/4" standard specification, Plastering with cement mortar (1:4) 20 mm thick in all sides, m30 Concrete precast slab of 75mm thick for cover slab including cost and conveyance of all materials to site and labour charges.
29334
-
-
Construction of inspection chamber of inner size of 0.6m x 0.6m x0.6m for non-domestic connections including earth work excavation, Plain Cement Concrete 1:4:8 using 40 mm HBG for foundation, 11.5 cm thick walls in Brick work in CM 1:5 using ground moulded country bricks of size 8.75"X4.25 " X 2 3/4" standard specification, Plastering with cement mortar (1:4) 20 mm thick in all sides, m30 Concrete precast slab of 75mm thick for cover slab including cost and conveyance of all materials to site and labour charges.
3260
-
-
Supply and fixing of CI Nahini / Floor Trap with Chamber and stainless Steel Gratings - 100 mm x 75 mm including all charges etc, complete as per standard specification.
21729
-
-
Schedule - 3 - Lifting Station Suction well Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stony earth and earth mixed with small size of boulders as directed by Departmental Engineer. First depth of 2 m
226.24
-
-
Medium dense rock (MDR), control blasting / Soft disentegrated rock, laterite, soft rock, kankar not requiring blasting. Second depth of 1 m
111.71
-
-
Third depth of 1 m
84.13
-
-
Fourth depth of 1 m
72.82
-
-
Fifth depth of 1 m
44.54
-
-
Sixth depth of 1 m
26.87
-
-
Seventh depth of 1 m
8.48
-
-
Plain Cement Concrete 1:4:8 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour etc., complete and as directed by the Departmental Officers. below G.L
9.92
-
-
Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 340Kg/ m3 and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0m3), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 m3), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79m3) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Above G.L
20.96
-
-
Below GL Upto 1.5 m
36.32
-
-
From 1.5 m to 4.5 m
61.25
-
-
From 4.5 m to 9 m
46.23
-
-
From 9.0 m to 13.0 m
5.39
-
-
Suppling and fabricating and placing in position MS (or) R.T.S.(CRS) bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
185
-
-
Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed by the departmental officers Curved surface From 0 m to 3.3 m
784
-
-
From 3.3 m to 4.3 m
165.79
-
-
From 4.3 m to 5.3 m
120.2
-
-
From 5.3 m to 6.3 m
75.99
-
-
From 6.3 m to 7.3 m
53.88
-
-
Painting two coats of newly plastered wall surface with ready mixed cement paint of first quality and approved colour over a primary coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification etc., complete and as directed by Departmental Officers.
128
-
-
Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement etc., complete as directed by the Departmental Officers.
178
-
-
Shoring & strutting the sides of trench when depth of excavation exceeds 2 m in loose soil including cost of materials and labour charges for installation & removal of Silver Oak planks of 40mm thick & country wood scantlings of 4m length etc complete & as directed by the Engineer-in-Charge. 0 m to 2 m
301.44
-
-
Conveyance of excess earth to a distance not exceeding 5 km as directed by the Engineer including cost of loading and transportation charges etc complete - 1 cu.m
73
-
-
Supplying and fixing of encapsulated P.V.C. steps inside the well
261
-
-
Construction of Bellmouth Chambers of the following sizes with wall thickness of 230mm for receiving the flow from LS/LMHs before discharging to machinehole Internal size : 0.45x0.45x 0.6
1
-
-
Internal size : 0.5x0.6x 0.6
1
-
-
Internal size : 0.75x0.60x 0.60
11
-
-
Internal size : 1.2 x 1.3 x 0.6
1
-
-
Internal size : 1.5x 1.2 x 0.6
1
-
-
Internal size : 2 x 1.8 x 0.6
1
-
-
Valve Chamber:Construction of masonry valve pit as per Type design for Sluice valve valve, Non Return Valve for Earth work excavation, Refilling, Plain Cement Concrete 1:4:8 (one sulphate resistant cement, four sand & eight coarse aggregate), Reinforced Cement Concrete M30, centering, MS or deformed steel bars (upto 16 mm dia) for RCC, FRC Machine hole Covers, PVC encapsulated CI steps 30cm, Conveyance of excess earth for the following valves includingcharges for precasting and,valves and specials in position ,refilling the sidesof the pit etc. complete. and as directed by Corporation Engineers. Construction of Valve Chambers of following Sizes
CONSTRUCTION OF VALVE CHAMBER - 1.5 m x 2.0m x 0.9 m
15
-
-
Supplying, conveying and fixing the following CI specials as per IS 1538 etc. complete. 100 mm dia CI - 1.0m d/f pipe
165
-
-
100 mm dia CI - 0.5m d/f pipe
64
-
-
100 mm dia CI d/f 90 deg bend
32
-
-
100 mm dia CI non-return valve
32
-
-
100 mm dia CI sluice valve
32
-
-
50 x 100 mm CI D/F taper
32
-
-
150 x 150 mm CI A/F tee
32
-
-
Schedule -4, Pumping Station
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stony earth and earth mixed with small size of boulders as directed by Departmental Engineer. First depth of 0 to 2 m
871.76
-
-
Earth work excavation and depositing on bank withinitial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata as directed by departmental officers.
In Soft Disintegrated Rock, Laterite, soft rock or kankar, not requiring blasting. Second depth of 2.0 to 4.0m
462.82
-
-
Third depth of 4.0 to 6.0m
357.76
-
-
Fourth depth of 6.0 to 8.0m
277.15
-
-
Fifth depth of 8.0 to 10.0m
73.86
-
-
Earth work excavation for Pipe Laying work by removing dense medium rock using controlled blasting method by drilling blast holes using compressor and jack hammer including dewatering wherever necessary, cost of gelatin, electric detonator, icensed shot fireman, labour for filling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, M.S Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc., where open blasting is prohibited and as directed by Engineer in charge. Second depth of 2.0 to 3.0m
151.61
-
-
Third depth of 3.0 to 4.0m
140.97
-
-
Forth depth of 4.0 to 5.0m
118.17
-
-
Fifth depth of 5.0 to 6.0m
114.65
-
-
Sixth depth of 6.0 to 7.0m
80.57
-
-
Seventh depth of 7.0 to 8.0m
44.32
-
-
P.C.C 1:4:8 (one cement, four sand and eight coarse aggregate) using Sulphate Resistant cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Engineer in charge.
65
-
-
Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 340Kg/ m3 and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0m3), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 m3), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79m3) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Above G.L
96
-
-
Below GL Upto 1.5 m
127
-
-
From 1.5 m to 4.5 m
190
-
-
From 4.5m to 9 m
418.3
-
-
Suppling and fabricating and placing in position MS (or) R.T.S.(CRS) bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
783.64
-
-
Centering for soffits for RCC slabs of plane surfaces including strutting 3m height using MS sheets of size 90 x 60cm and Bg 10 Gauge with lintels MS angles of size 25 x 25 x 3mm laid over silver oak (country wood) joists of size 10 x 6.5cm (spaced at about 90cm c/c) complying with standard specification and as directed by the departmental officers Curved surface Base slab sides
335.12
-
-
From 0 m to 3.3 m
1100.94
-
-
From 3.3 m to 4.3 m
249.61
-
-
From 4.3 m to 5.3 m
209.99
-
-
From 5.3 m to 6.3 m
184.41
-
-
From 6.3 m to 7.3 m
187.3
-
-
From 7.3 m to 8.3 m
155.98
-
-
From 8.3 m to 9.3 m
61.4
-
-
From 9.3 m to 10.3 m
2.65
-
-
Painting two coats of newly plastered wall surface with ready mixed cement paint of first quality and approved colour over a primary coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification etc., complete and as directed by Departmental Officers.
239
-
-
Refilling the outside of the well with excavated earth (other then sand) complying with standard specification for filling the foundation including watering consolidation etc., complete as directed by the Departmental Officers.
571
-
-
Shoring & strutting the sides of trench when depth of excavation exceeds 2 m in loose soil including cost of materials and labour charges for installation & removal of Silver Oak planks of 40mm thick & country wood scantlings of 4m length etc complete & as directed by the Engineer-in-Charge. 0 m to 2.0 m
633.49
-
-
Conveyance of excess earth to a distance not exceeding 5km as directed by the Departmental Engineer including cost of loading and transportation charges etc complete
2190
-
-
Supplying and fixing of encapsulated P.V.C. steps inside the well
285
-
-
Supplying and fixing of chequared plates with necessary M.S. Frames to support
5
-
-
Providing Column and Erection of ISMB 450 and ISMB 200 - Construction RCC Pillers for the size 0.35x0.35x3m height of both end of well including foundation excavation, form work,RCC 1:1.5:3, Plastering,Colour Washing, refilling,Required Streel Reinforcement and Supply and fixing ISLB 450 and ISMB 200- 5.35m length of 49.5kg/m for on column over well
5
-
-
Providing Construction joint with G.I. Sheet18 Gauge thick., 200mm wide including steel rods of 8mm and binding wire for fixing and holding in position at required level.
38
-
-
Dewatering using 3HP to 70HP diesel engine pumpset
including 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.
100
-
-
Supply & fabrication of 2 numbers of Stainless steel in SS 304 screen arrangements of size 1.75 m x 2 m with 12mm x 5mm bars at 25 mm spacing and fixing at an angle of 60 deg. and welded to an angle frame of 100 x 100 x 8 mm including labour charges and cost of materials etc complete.
530
-
-
Valve Chamber:Construction of masonry valve pit as per Type design for Sluice valve valve, Non Return Valve for Earth work excavation, Refilling, Plain Cement Concrete 1:4:8 (one sulphate resistant cement, four sand & eight coarse aggregate), Reinforced Cement Concrete M30, centering, MS or deformed steel bars (upto 16 mm dia) for RCC, FRC Machine hole Covers, PVC encapsulated CI steps 30cm, Conveyance of excess earth for the following valves includingcharges for precasting and,valves and specials in position ,refilling the sidesof the pit etc. complete. and as directed by Corporation Engineers. CONSTRUCTION OF VALVE CHAMBER - 3.6 m x 5.6 m x 2.0 m
5
-
-
Supplying, conveying and fixing the following CI specials as per IS 1538 etc. complete. 100 mm dia CI - 1.0m d/f pipe
16
-
-
100 mm dia CI - 0.5m d/f pipe
12
-
-
100 mm dia CI d/f 90 deg bend
3
-
-
150 mm dia CI non-return valve
3
-
-
100 mm dia CI sluice valve
3
-
-
200 x 150 mm CI D/F taper
3
-
-
150 x 150 mm CI A/F tee
3
-
-
150 mm dia CI - 1.0m d/f pipe
42
-
-
150 mm dia CI - 0.5m d/f pipe
24
-
-
150 mm dia CI d/f 90 deg bend
6
-
-
150 mm dia CI non-return valve
6
-
-
150 mm dia CI sluice valve
6
-
-
100 x 150 mm CI D/F taper
6
-
-
150 x 150 mm CI A/F tee
6
-
-
200 mm dia CI - 1.0m d/f pipe
56
-
-
200 mm dia CI - 0.5m d/f pipe
24
-
-
200 mm dia CI d/f 90 deg bend
6
-
-
200 mm dia CI non-return valve
6
-
-
200 mm dia CI sluice valve
6
-
-
300 x 150 mm CI D/F taper
6
-
-
200 x 150 mm CI A/F tee
6
-
-
Schedule -5, Pumping Main
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size of boulders as directed by Departmental engineer.
30420.38
-
-
Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement.
26291.69
-
-
Lowering of C.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Departmental engineer 150 CI Class LA pipe
11015
-
-
200mm dia CI Class LA pipe
5150
-
-
300 CI Class LA pipe
2300
-
-
350mm dia CI Class LA pipe
3150
-
-
400 CI Class LA pipe
3300
-
-
Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. 150 CI Class LA pipe
1835.83
-
-
200mm dia CI Class LA pipe
858.33
-
-
300 CI Class LA pipe
383
-
-
350mm dia CI Class LA pipe
525
-
-
400 CI Class LA pipe
550
-
-
Charges for cutting open roads for laying Sewer lines as per the drawing and standard specification and directed by the Departmental Officers. BT Road Cutting
1701.51
-
-
CC Road Cutting
293.56
-
-
Providing and constructing of valve pit Chambers for Sluice Valves of required size with CC 1:4:8 foundation using 40 mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and Brick masonry in CM1:4 plaster with bricks of approved Quality in CM plaster 1:3 proportion 12mm thick inside with smooth finishing and the pies are fixing with 1:2;4 mix as per the standard specification and providing and fixing plastic foot steps with cc 1:2:4 staggered at 30 cm wherever necessary and providing laying and fixing of RCC top slab of thickness 150 mm with cement concrete 1:1.5:3 mix with 20mm and downsize metal with smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary. The cost includs coveyance charges of all materials with lead and lift, the cost of steel for the top slab with fabrication charges and form work laying, tamping, curing etc., cost of earthwork excavation for the chamber, all labour charges and fixing charges of all materials including cost of cutstone Bolts,nuts,rubber washer etc., lead and lift , etc complete as per the drawing and standard specification and directed by the Departmental Officers. for construction of chambers SRC cement used For 150 mm dia. Pumping main
16
-
-
For 200 mm dia. Pumping main
2
-
-
For 300 mm dia. Pumping main
1
-
-
For 350 mm dia. Pumping main
1
-
-
For 400 mm dia. Pumping main
8
-
-
Providing and constructing of valve pit Chambers for Air Valves of required size with CC 1:4:8 foundation using 40 mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and Brick masonry in CM1:4 plaster with bricks of approved Quality in CM plaster 1:3 proportion 12mm thick inside with smooth finishing and the pies are fixing with 1:2;4 mix as per the standard specification and providing and fixing plastic foot steps with cc 1:2:4 staggered at 30 cm wherever necessary and providing laying and fixing of RCC top slab of thickness 150 mm with cement concrete 1:1.5:3 mix with 20mm and downsize metal with smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary. The cost includs coveyance charges of all materials with lead and lift, the cost of steel for the top slab with fabrication charges and form work laying, tamping, curing etc., cost of earthwork excavation for the chamber, all labour charges and fixing charges of all materials including cost of cutstone Bolts,nuts,rubber washer etc., lead and lift , etc complete as per the drawing and standard specification and directed by the Departmental Officers. for construction of chambers
SRC cement used For 150 mm dia. Pumping main, 50mm dia Air valve
16
-
-
For 200 mm dia. Pumping main, 50mm dia Air valve
2
-
-
For 300 mm dia. Pumping main, 80mm dia Air valve
1
-
-
For 350 mm dia. Pumping main, 80mm dia Air valve
1
-
-
For 400 mm dia. Pumping main, 80mm dia Air valve
10
-
-
Providing and constructing of valve pit Chambers for Scour Valves of required size with CC 1:4:8 foundation using 40 mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and Brick masonry in CM1:4 plaster with bricks of approved Quality in CM plaster 1:3 proportion 12mm thick inside with smooth finishing and the pies are fixing with 1:2;4 mix as per the standard specification and providing and fixing plastic foot steps with cc 1:2:4 staggered at 30 cm wherever necessary and providing laying and fixing of RCC top slab of thickness 150 mm with cement concrete 1:1.5:3 mix with 20mm and downsize metal with smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary. The cost includs coveyance charges of all materials with lead and lift, the cost of steel for the top slab with fabrication charges and form work laying, tamping, curing etc., cost of earthwork excavation for the chamber, all labour charges and fixing charges of all materials including cost of cutstone Bolts,nuts,rubber washer etc., lead and lift , etc complete as per the drawing and standard specification and directed by the Engineer In-charge. for construction of chambers SRC cement used For 150 mm dia. Pumping main,100mm Scour valve
16
-
-
For 200 mm dia. Pumping main,100mm Scour valve
2
-
-
For 350 mm dia. Pumping main,100mm Scour valve
1
-
-
Material
Supply and delivery of the following sizes of CI Sluice valve as per IS 14846/2000 PN 1.0 with ISI marking including necessary fittings etc,. Complete. 150 mm DI Sluice Valve in 150mm DI Main
16
-
-
200 mm DI Sluice Valve in 200mm DI Main
4.42
-
-
350 mm DI Sluice Valve in 350mm DI Main
1
-
-
300 mm DI Sluice Valve in 300mm DI Main
4
-
-
400 mm DI Sluice Valve in 400mm DI Main
8
-
-
Supply and delivery of the following sizes of CI Sluice valve as per IS 14846/2000 PN 1.0 with ISI marking including necessary fittings etc,. Complete.50 mm DI DAV
16
-
-
80 mm DI DAV
32
-
-
Supply and delivery of the following sizes of CI Double Air valve as per IS 14845/2000 with ISI marking including necessary fittings etc,. Complete. 100 mm DI Scour Valve in 150mm DI Main
10
-
-
150 mm DI Scour Valve in 200mm DI Main
1
-
-
200 mm DI Scour Valve in 400mm DI Main
1
-
-
Supply and delivery of CI Specials as per IS 1538/ 1993 Bend 150x90 Deg CI DSB
520
-
-
150x45 Deg DI DSB
128
-
-
150x22.50 Deg CI DSB
266
-
-
150x11.25 Deg CI DSB
234
-
-
200x90 Deg CI DSB
180
-
-
200x45 Deg CI DSB
104
-
-
200x22.50 Deg CI DSB
176
-
-
200x11.25 Deg CI DSB
230
-
-
300x90 Deg DI DSB
195
-
-
300x45 Deg DI DSB
245
-
-
300x11.25 Deg DI DSB
123
-
-
300x22.50 Deg DI DSB
74
-
-
350x90 Deg CI DSB
735
-
-
350x45 Deg CI DSB
260
-
-
350x22.50 Deg CI DSB
492
-
-
350x11.25 Deg CI DSB
812
-
-
400x90 Deg CI DSB
565
-
-
400x45 Deg CI DSB
328
-
-
400x11.25 Deg CI DSB
342
-
-
400x22.50 Deg CI DSB
268
-
-
Supplying of following dia. CI Pipes for Class A as per IS 1536/2001 including cost of conveyance, stocking charges, etc., complete as per standard specifications. 150 CI Class LA pipe
11015
-
-
200mm dia CI Class LA pipe
5150
-
-
350mm dia CI Class LA pipe
3150
-
-
300 CI Class LA pipe
2300
-
-
400 CI Class LA pipe
3300
-
-
Thrust block as per type design - Providing and laying cement concrete 1:2:4 proportion with 20mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including earth work excavation, PCC, cost of reinforcement and placing the same above or below ground level including reinforcement, plywood/ steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary, etc., complete for Anchor Blocks or Thrust Blocks as per drawings including lead & lift etc., complete as per standard specifications and directed by the Departmental officers. 150x90 Deg CI DSB
26
-
-
150x45 Deg CI DSB
8
-
-
150x22.50 Deg CI DSB
19
-
-
150x11.25 Deg CI DSB
18
-
-
200x90 Deg CI DSB
5
-
-
200x45 Deg CI DSB
4
-
-
200x22.50 Deg CI DSB
8
-
-
200x11.25 Deg CI DSB
10
-
-
300x90 Deg CI DSB
3
-
-
300x45 Deg CI DSB
5
-
-
300x22.50 Deg CI DSB
3
-
-
300x11.25 Deg CI DSB
2
-
-
350x90 Deg CI DSB
5
-
-
350x45 Deg CI DSB
2
-
-
350x22.50 Deg CI DSB
4
-
-
350x11.25 Deg CI DSB
7
-
-
400x90 Deg CI DSB
5
-
-
400x45 Deg CI DSB
4
-
-
400x22.50 Deg CI DSB
4
-
-
400x11.25 Deg CI DSB
6
-
-
Electromagnetic Flow Meter suitable for following dia. CI pumping main, confirming 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 4m/sec and be constructed as follows: Meter tube (sensor) shall be fabricated from stainless steel tube and use class PN 10 flat face carbon street flanges in accordence with IS 1538. these flanges shall be welded to the flow tube. the internal 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. 200 mm dia electro magnetic flow metre
2
-
-
400 mm dia electro magnetic flow metre
1
-
-
Provision for jungle clearance along alignment.
1360
-
-
Schedule -6, Pump Room
Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m , Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stony earth and earth mixed with small size of boulders as directed by Departmental Engineer.
82.2
-
-
Supplying and filling in foundation and basement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification.
8.97
-
-
Plain Cement Concrete 1:4:8 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
14.72
-
-
Random rubble masonry with CM 1:5(one cement and five sand) for footing and basement including cost of materials, mixing, placing, curing and finishing etc., complete as directed by theDepartmental officers.
39.76
-
-
Brick work in CM 1:6 (one cement & six sand) using ground moulded country bricks of size 8.75"X4.25 " X 2 3/4" standard specification including finishing, curing, etc., complete complying with standard specification -
55.77
-
-
Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ m3 and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0m3), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 m3), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79m3) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards.
19.32
-
-
Centering for sides and soffits of R.C.C slab of plane surface for R.C.C floor slab including strutting upto 3.3 mt height using MS sheets of size 90cmx60cm and stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia 90cmx60cm and BG10 guage (spaced at 75cm c/c) complying with standard specification etc., complete as directed by the Departmental Officers. Roof slab
122.81
-
-
Others
153.51
-
-
Plastering with cement mortar (1:5) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)
515.22
-
-
Suppling and fabricating and placing in position MS (or) R.T.S. Fe 515 bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
14.22
-
-
Plastering with cement mortar (1:4) 20 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)
80.85
-
-
Plastering with cement mortar 1:3,10 mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications (S.I.306)
139.26
-
-
Painting two coats of newly plastered wall surface with ready mixed cement paint of first quality and approved colour over a primary coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification.
661.68
-
-
Supplying and fixing of steel Doors two leaves including all cost with fitting and painting etc complete as directed by Engineer incharge(the design should be got approved by the SE before supply & fixing)1x2.1m
5
-
-
Supplying and fixing of steel Windows two leaves including all cost with fitting and painting etc complete as directed by Engineer incharge(the design should be got approved by the SE before supply & fixing)0.9 x 1.2m
15
-
-
Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement.
127.58
-
-
Schedule -7 Transformer yard
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stony earth and earth mixed with small size of boulders as directed by Departmental Engineer.
63.9
-
-
Plain Cement Concrete 1:4:8 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
5.73
-
-
Random rubble masonry with CM 1:5(one cement and five sand) for footing and basement including cost of materials, mixing, placing, curing and finishing etc., complete as directed by theDepartmental officers.
11.29
-
-
Reinforced Cement concrete 1:2 :4 (one cement, two sand & four course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete.
3.67
-
-
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29m height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheets of size 90x60cm and 10 BG stiffened with welded mild steel angle of size 25mm x 25mm x 3mm for boarding laid over silver oak joists of size 10cm x 6.50cm spaced at abote 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at not more than 75cm centre to centre et., complete complying with the standard specification and directed by the Engineer in Charge. for columns, pillars, piers, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per standard specification
and directed by the Engineer in Charge.
27.75
-
-
Brick work in CM 1:5(one cement & five sand) using ground moulded country bricks of size 8.75"X4.25 " X 2 3/4" standard specification including finishing, curing, etc., complete complying with standard specification
13.8
-
-
Plastering with cement mortar (1:5) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)
60
-
-
Painting two coats of newly plastered wall surface with ready mixed cement paint of first quality and approved colour over a primary coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification. area as per item no. 6
60
-
-
Supply and fixing of M.S Grills with Doors with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification. GATE
2044.4
-
-
Providing barbed wire fencing using 10.00 gauge 2 ply 4 pronged galvanised barbed wire 5 rows in horizontal ways and 30cm C/C on vertical ways 2.10m height tying with necessary binding wire including drawing in holes wherever necessary excluding the cost of pillars/poles but including the cost of barbed wire and binding wire and labour charges for fixing barbed wire either vertically or
horizontally, tieing etc., complete with all lead & lift.
750
-
-
Schedule -8, Compound wall
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stony earth and earth mixed with small size of boulders as directed by Departmental Engineer.
635
-
-
Supplying and filling in foundation and basement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification.
80
-
-
Plain Cement Concrete 1:4:8 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
105
-
-
Random rubble masonry with CM 1:5(one cement and five sand) for footing and basement including cost of materials, mixing, placing, curing and finishing etc., complete as directed by theDepartmental officers.
255
-
-
Brick work in CM 1:6 (one cement & six sand) using ground moulded country bricks of size 8.75"X4.25 " X 2 3/4" standard specification including finishing, curing, etc., complete complying with standard specification -
470
-
-
Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
14
-
-
Supplying and fixing barbed wire fencing over the proposed compound wall with 'L' angle iron 50x50x6mm & 1.45mm posts bent to shape at 2.5m centres with 6 rows of barbed wire and also in a zig zag manner at 25 cm c.c. connecing 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.
565
-
-
Refilling with excavated sand complying with standard specification for filling in foundations and basement.
195
-
-
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 "METRO WATER" including one coat of primer with red lead etc., complete as directed.
975
-
-
Painting two coats of newly plastered wall surface with ready mixed cement paint of first quality and approved colour over a primary coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification.
75
-
-
Shcedule-9, Road Restoration plain cement conctere 1:4:8 (one cement four fine aggregate and eigth coarse aggregate ) using 40mm size HBG metel including cost and conveyence of all materials to site and including for the mixing , laying water carring with all leads of good water compacting and laboutr charges and all incidential charges such as water providing etc, complete as per standard specificationrs.
12265.74
-
-
Cement Concrete 1:2:4 using 12 to 20mm gauge hard broken stone jelly for plain cement concrete work including laying compacting and curing ., etc ., complete
16354.32
-
-
Schedule-10, Trenchless Technology for Crossings
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 10 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 CMWSSB Engineers. The rate includes the cost of driving pit, thrust bed/wall and receiving pit to the depth of om to 2m excluding the cost of MS pipes. NH Crossing/SH Crossing/Railway Crossing 150mm dia pumping main CI Pipe crossing from LS-6A to PS-6 crossing SH 161 300 mm dia MS encasing pipe for various thickness
180
-
-
200mm dia pumping main CI Pipe crossing from LS-5A to MH-7054
450mm dia MS encasing pipe for various thickness
380
-
-
300mm dia pumping main CI Pipe crossing from PS-4 to PS-2
600mm dia MS encasing pipe for various thickness
90
-
-
350mm dia pumping main CI Pipe crossing from PS-1 to STP
700mm dia MS encasing pipe for various thickness
90
-
-
400mm dia pumping main CI Pipe crossing from PS-3 to STP
800mm dia MS encasing pipe for various thickness
100
-
-
Supply and delivery of following sizes with thickness fabcricated with fe410 grade steel conforming to IS 3589:2001 and other allied codes. The pipes shall be lined with plant applied cement mortar lining 1:2 and including cost of materials and transportationh charges etc complete as direction by the departmental officer. NH Crossing/SH Crossing/Railway Crossing Cost of Encasement Pipes of 273mm dia MS Pipe with 5mm thick
180
-
-
Cost of Encasement Pipes of 457mm dia MS Pipe with 5mm thick
380
-
-
Cost of Encasement Pipes of 610mm dia MS Pipe with 5.8mm thick
90
-
-
Cost of Encasement Pipes of 711mm dia MS Pipe with 6.3mm thick
90
-
-
Cost of Encasement Pipes of 813mm dia MS Pipe with 7.1 mm thick
100
-
-
Schedule-11, Electro-Mechanical Items
Supply, delivery, erection, testing and commissioning of non-clog submersible sewage pumpset with following duty point, including required capacity 3 Ph, 415 V, AC, 50 Hz, Electrical Motor with suitable weather proof cable (Copper) of total length of 35 m, control panel, Pedestal Coupling, guide wire / suitable guide pipe of length 10m, M.S.(GLVD) lifting chain 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 in trays and incidental civil works etc.complete.73 lpm against a total head of 12 m (LS - 1A)
2
-
-
67 lpm against a total head of 6 m (LS - 1B)
2
-
-
332 lpm against a total head of 12 m (LS - 2A)
2
-
-
121 lpm against a total head of 10 m (LS - 3A)
2
-
-
332 lpm against a total head of 12 m (LS - 3B)
2
-
-
96lpm against a total head of 9 m (LS - 4A)
2
-
-
419 lpm against a total head of 14 m (LS - 4B)
2
-
-
510 lpm against a total head of 24 m (LS 4C)
2
-
-
53 lpm against a total head of 9 m (LS 4D)
2
-
-
107 lpm against a total head of 21 m (LS - 5C)
2
-
-
241 lpm against a total head of 19 m (LS - 6A)
2
-
-
563 lpm against a total head of 18 m (LS - 6B)
2
-
-
312 lpm against a total head of 14 m (LS - 6C)
2
-
-
50 lpm against a total head of 7 m (LS - E1)
2
-
-
89 lpm against a total head of 7 m (LS - E2)
2
-
-
32 lpm against a total head of 5 m (LS - E3)
2
-
-
1297 lpm against a total head of 40 m (PS - 1)
3
-
-
4119 lpm against a total head of 12 m (PS - 2)
3
-
-
5315 lpm against a total head of 30 m (PS - 3)
3
-
-
3387lpm against a total head of 22 m (PS - 4)
3
-
-
1334 lpm against a total head of 21 m (PS - 5)
3
-
-
1116 lpm against a total head of 18 m (MPS @ STP)
3
-
-
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. 1 kVAR
140
-
-
Supplying and fixing of following capacity Triple Pole fuse carrier in MS Sheet steel encloure with provision for accommodating the TNEB meter including earthing etc., complete. 32 Amps
16
-
-
63 Amps
1
-
-
100 Amps
2
-
-
160 Amps
2
-
-
200 Amps
1
-
-
Supplying and fixing of following capacity Triple Pole SFU with fuses on suitable angle iron frame with earth connection only. 32 Amps
16
-
-
63 Amps
1
-
-
100 Amps
2
-
-
160 Amps
2
-
-
200 Amps
1
-
-
Supply, delivery, erection, testing and commiossioning of floor mounted M.V.panel with aluminium bus bars and consisting of required quantities 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 and comprising of following and as per specifications & drawings; The panel shall be powder coated as per specification. Capacity of M.V. Panel - 32 Amps (LS),32 A FP Change over Switch 25 kA,10 A TP MCCB 10 kA - 2 nos for pump,10 A TP MCB 10 kA for Spare, 6A TP MCB 10kA - 2 nos for Pump capacitor,32 A TPN MCB 10kA (for LDB & Spare - 2nos).
16
-
-
Capacity of M.V. Panel - 63 Amps (MPS @ STP , 63 A FP Change over Switch 25 kA,32 A TP MCCB 10 kA - 3 nos for pumps,32 A TP MCB 10 kA for Spare,20A TP MCB 10 kA - 3 nos for Pump cap, 32 A TPN MCB 10kA (for LDB & Spare - 2nos).
1
-
-
Capacity of M.V. Panel - 100 Amps (PS - 1,2), 100 A FP Change over Switch 25 kA, 63 A TP MCCB 10 kA - 3 nos for Pumps, 63 A TP MCCB 10 kA for Spare, 32 A TP MCB 10 kA - 3 nos for Capacitor, 32 A TPN MCB 10kA (for LDB & Spare - 2 nos)
2
-
-
Capacity of M.V. Panel - 160 Amps (PS - 4,5),160 A FP Change over Switch 25 kA, 63 A TP MCCB 10 kA - 3 nos for Pumps, 63 A TP MCCB 10 kA for Spare, 40 A TP MCB 10 kA - 3 nos for Capacitor, 32 A TPN MCB 10kA (for LDB & Spare - 2 nos)
2
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Capacity of M.V. Panel - 200 Amps (PS - 3), 200 A FP Change over Switch 25 kA, 100 A TP MCCB 10 kA - 3 nos for Pumps, 100 A TP MCCB 10 kA for Spare, 63 A TP MCB 10 kA - 3 nos for Capacitor, 32 A TPN MCB 10kA (for LDB & Spare - 2 nos).
1
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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 (insulated with glass wool inside the building) upto outside of room above roof level as per TNPCB norms, 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 etc.complete Capacity of D.G. Set - 20 kVA
1
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Capacity of D.G. Set - 30 kVA
1
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Capacity of D.G. Set - 40 kVA
2
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Capacity of D.G. Set - 82.5 kVA
1
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Capacity of D.G. Set - 125 kVA
1
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Supplying and laying following LTUG cables 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. DO - 3 ½ core 25 sq.mm. for LS(Incomer)
420
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DO - 4 core 4 sq.mm - Panel to Starter (PS)
620
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DO - 4 core 4 sq.mm - Starter to Junction Box (PS)
825
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DO - 3 ½ core 50 sq.mm. for PS(Incomer)
50
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DO - 4 core 4 sq.mm - Panel to Starter (PS)
45
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DO - 4 core 4 sq.mm - Starter to Junction Box (PS)
60
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DO - 3 ½ core 50 sq.mm. for PS(Incomer)
400
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DO - 4 core 10 sq.mm - Panel to Starter (PS)
120
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DO - 4 core 10 sq.mm - Starter to Junction Box (PS)
160
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Supplying and fixing of cable gland and termination with Aluminium cable lugs for following PVC UG cable and with earth connection DO - 3 ½ core 25 sq.mm.
96
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DO - 4 core 4 sq.mm
192
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DO - 3 ½ core 50 sq.mm.
6
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DO - 4 core 4 sq.mm
12
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DO - 3 ½ core 50 sq.mm.
48
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DO - 4 core 10 sq.mm
96
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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. Up to 20 HP
50
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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.
6
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Run of 2 of 2.5 sq mm PVC unsheathed copper 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.
600
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-
Wiring with 2.5 sq mm PVC insulated single core copper 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. Light points
48
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-
Fan Points
6
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Lighting Fixtures
Supply and installation of 240 V - 1 x 20 W LED TL fitting box type with enamelled reflector complete with all accessories - choke, starter, tube, etc. suitable for wall mounting or roof mounting on conduit tube.
24
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Supplying and fixing of 18" sweep AC exhaust fan complete including providing necessary opening in the wall.
6
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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
6
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Supply and delivery of Rechargeable emergency lamp with 600mm Fluorocuent lamp, dry type rechargable battery etc.,complete.
6
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TWIN CI Earthing as per the IS 3043/1987 under latest amendments specification with an earth electrode of 2.10 metre Class 'B' GI pipe of dia not less than
40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funneling arrangements with
necessary masonry work and with 38mm RCC cover slab for the brick masonry
44
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-
Supply and connection of earthing conductor of size 25 X 6mm GI Flat including two coats of approved painting and laying between earth pit and equipment.
1090
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Mechanical Items
Supply, Installation, Testing and Commissioning of CI Thimble Mounted Sluice Gate, Manually operated, Rising Spindle type. Sluice gates are as per IS 13349 Including all taxes, Freight, loading, unloading, fitting in position including Sluice gates are upward opening wall thimble mounted suitable for isolating the flow of sewer into out of the opening in the wall. It consists Gate frame, wall thimble, gate slide, shutter, seating/sealing faces .The gates will be provided with pads on sides, top and bottom to mount the wedges. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock assembly bolts & SS ASTM A276 Type 316, Stem, Operating Nut SS ASTM A276 Type 316., Duly tested for tensile strength, Tested for over all
dimensions as per approved GA Sluice gate - 1no. (400x400mm)
1
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Sluice gate - 1no. (300x300mm)
1
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Sluice gate - 1no. (350x350mm)
1
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Sluice gate - 1no. (450x450mm)
1
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Supply, delivery and fixing Pressure gauge (with150mm dia. dial) on the discharge piping with all necessary copper tubing and
fittings as per standard practice.
5
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