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 Date18 Oct 2023
Closing Date19 Jan 2024
Tender Amount₹ 52,93,00,000
Costs
EMD
₹ 52,93,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MAWS_380044_1Bid Award Id
ViewTender No
ROC NO 4631/2022/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
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3 to 4m depth
1561.85
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Shoring, 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., directed by the Engineer in charge.
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0 to 2.0m depth
11428
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Laying of Double Wall Corrugated High Density Poly Ethylene 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.
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200mm
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Up to 2m
37135.8
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2m to 3m
2014
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250mm
-
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Up to 2m
62.2
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2m to 3m
265
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Jointing HDPE Pipes and Specials by butt fusion 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 departmental Officers.
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200mm
6218
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250mm
54
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300mm
42
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Laying of G.I. Pipes and specials to proper line and level including jointing but excluding cost of pipes and jointing materials for plumbing works for providing water supply and sanitary works in the premises of the building, standard specification and directed by the Departmental Officers.
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B.T.Road Cutting
3825.38
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C.C.Road Cutting
281.25
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Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement.
53676.04
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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 (BEDDING)
4416.85
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GRB bedding using of 20mm ,10mm & 6mm dia IRC metal in the ratio of 2:1.5:1 including cost materials and spreading of labours charges etc,complete.
11741.63
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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 "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
16576.8
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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 9" X 43/8" x 23/4" 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
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upto 1.5m deep below GL - Rectangular 0.75x1.20m inner size
1457
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1m to 1.5m below GL - Rectangular 1.20X0.90m inner
size
36
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1.5m to 2m below GL - Rectangular 1.50X1.20m inner size
58
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2m to 2.5m below GL - Rectangular 1.50X1.20m inner size
32
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2.5m to 3m below GL - Circular 1.50m inner dia.
55
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3m to 3.5m below GL - Circular 1.50m inner dia.
16
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Construction of machine holes of different depths (using Sulfate Resisting Cement) as per drawing or approved type precast RCC machine hole chamber along sewer lines and provided with tight fitting FRC machine hole frames and covers of 560 mm dia., of approved make and quality including supply and fixing of encapsulated PVC foot steps. The machine hole shall be of Reinforced cement concrete of M30 mix (by using sulphate resistant cement) using 10mm to 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the machine hole and suitable diameter pipes for House service connection 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. For construction of Sewer works SRC cement has to be used
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5.5m to 6.0m below G.L. - Circular 1.50m inner dia.
4
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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
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0.6 - 1.0 m depth
20
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1.00 - 1.50 m depth
23
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1.50 - 2.00 m depth
11
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2.00 - 2.50 m depth
5
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2.50 - 3.00 m depth
5
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3.00 - 3.50 m depth
4
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3.50 - 4.00 m depth
1
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4.00 - 4.50 m depth
4
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4.50 - 5.00 m depth
1
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Clearing shrub, jungle etc., complete - B) MATERIALS
2072.1
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Supplying and conveying, lowering, laying of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B.
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0 to 3m depth
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200mm dia.
40051.8
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250mm dia.
757.2
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300mm dia.
633
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Schedule - 2 - House Service Connection
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DOMESTIC(WITHIN THE PREMISES OF PIPE LENGTH 6M)
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Supply, conveying to site, laying and jointing of 110mm dia UPVC pipes including fixing to DWC pipes in MH and inspection chamber , earthwork excavation (including charges for bedding), including, refilling of trenches with excavated earth, etc., complete for house service connections from property limits to Inspection chamber on sewers.
5400
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NON-DOMESTIC(WITHIN THE PREMISES OF PIPE LENGTH 6M)
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Supply, conveying to site, laying and jointing of 160mm dia UPVC pipes including fixing of DWC pipes in MH and inspection chamber , earthwork excavation (including charges for bedding), including, refilling of trenches with excavated earth, etc., complete for house service connections from property limits to Inspection chamber on sewers.
600
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Pipe from Inspection Chamber (IC) to Machine Hole - 6m Length
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DOMESTIC( IC to MH OF PIPE LENGTH 6M)
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Supply, conveying to site, laying and jointing of 110mm dia UPVC pipes including fixing of DWC pipes in MH and inspection chamber , earthwork excavation (including charges for bedding), including cutting open BT road, refilling of trenches with excavated earth, etc., complete for house service connections from property limits to machine holes on sewers.
5400
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NON-DOMESTIC ( Inspection Chamber (IC) to Machine Hole OF PIPE LENGTH 6M)
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Supply, conveying to site, laying and jointing of 160mm dia UPVC pipes including fixing of DWC pipes in MH and inspection chamber , earthwork excavation (including charges for bedding), including cutting open BT road, refilling of trenches with excavated earth, etc., complete for house service connections from property limits to machine holes on sewers.
600
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Inspection Chambers
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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.
8100
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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.
900
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Supply and fixing of PVC. Nahini / Floor Trap with stainless Steel Gratings - 100 mm x 75 mm including all charges etc, complete as per standard specification.
6000
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Schedule - 3 - Lifting Station
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Suction well
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Earth work excavation
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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.
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First depth of 2 m
119.96
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Second depth of 2 m
101.46
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Third depth of 2 m
73.41
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Fourth depth of 2 m
54.14
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Fifth depth of 2 m
3.29
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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.
-
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From 1.5m to 4.5 m below G.L
1.28
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above 4.5m below G.L
4.72
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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/ cum 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 (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 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)
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Above G.L
3.69
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Below GL
-
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Upto 1.5 m
18.46
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From 1.5 m to 4.5 m
37.1
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From 4.5 m to 9.0 m
34.47
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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.
88.58
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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
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Curved surface
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From 0 m to 3.3 m
389.09
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From 3.3 m to 4.3 m
97.29
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From 4.3 m to 5.3 m
82.64
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From 5.3 m to 6.3 m
64.09
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From 6.3 m to 7.3 m
58.78
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From 7.3 m to 8.3 m
27.69
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From 8.3 m to 9.3 m
11.93
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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.
17.24
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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.
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0 m to 2 m
134.08
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2 m to 4 m
108.13
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4 m to 6 m
93.2
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5 m to 6 m
42.56
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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.
66.75
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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
224.95
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Supplying and fixing of encapsulated P.V.C. steps inside the well
129
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Construction of Bellmouth Chambers of the following sizes is wall thickness of 200mm for receiving the flow from LS before discharging to machinehole with Reinforced cement concrete M30 using 20mm size Hard Broken/Machine crushed Granite Stone Jelly for all RCC items of works excluding centering, shuttering and cost of reinforcement, including curing, fixing fan clamp and fixtures if necessary etc., complete complying with standard specification.
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1.6 x 1.0 x 0.6m
8
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Construction of Valve Chamber using Cement concrete 1:4:8 using 40mm, Reinforced cement concrete M30 using 20mm size Hard Broken/Machine crushed Granite Stone Jelly for all RCC items of works excluding centering, shuttering and cost of reinforcement, including curing, fixing fan clamp and fixtures if necessary etc., Plastering 1:3, 12mm thick, complete complying with standard specification.
-
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1.5 x 2.0 x 0.9m
8
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Supplying, conveying and fixing the following CI specials as per IS 1538 etc. complete.
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100 mm dia CI - 1.0m d/f pipe
90
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100 mm dia CI - 0.5m d/f pipe
32
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100 mm dia CI d/f 90 deg bend
16
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100 mm dia CI non-return valve
16
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100 mm dia CI sluice valve
16
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100 x 150 mm CI D/F taper
16
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150 x 150 mm CI A/F tee
16
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Schedule - 4 - Pumping Station
-
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Collection Cum Screen well, Grit wells, Suction well
-
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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.
-
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First depth of 2 m
151.18
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Second depth of 2 m
151.18
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Third depth of 2 m
151.18
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Forth depth of 2 m
141.21
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Fifth depth of 2 m
102.96
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Sixth depth of 2 m
82.84
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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.
-
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For Base
10.33
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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/ cum 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 (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 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)
-
-
-
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Above G.L
14.05
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Below GL
-
-
-
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Upto 1.5 m
21.08
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-
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From 1.5 m to 4.5 m
44.03
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From 4.5m to 9 m
57.52
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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.
150.28
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-
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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
-
-
-
... More
Curved surface
-
-
-
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From 0 m to 3.3 m
274.59
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-
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From 3.3 m to 4.3 m
82.58
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-
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From 4.3 m to 5.3 m
81.95
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From 5.3 m to 6.3 m
81.01
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-
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From 6.3 m to 7.3 m
81.01
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From 7.3 m to 8.3 m
65.56
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From 8.3 m to 9.3 m
57.18
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From 9.3 m to 10.3 m
44.84
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From 10.3 m to 11.3 m
30.86
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Base slab
14.13
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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.
44.27
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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.
114.92
-
-
... More
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.
-
-
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0 m to 2 m
101.36
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2 m to 4 m
101.36
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4 m to 6 m
101.36
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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
551.28
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Supplying and fixing of encapsulated P.V.C. steps inside the well
94
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Supply & fabrication of 2 numbers of Stainless steel in SS 304 screen arrangements of size 1.35 m x 1 m with 12mm 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.
1
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Supplying and fixing of chequared plates with necessary M.S. Frames to support
1
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-
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Providing R.S.J.Support as per I.S.M.B.450 & I.S.M.B.200.
1
-
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Valve chamber at Pumping station
-
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-
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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 etc. complete.
48.6
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Supplying and filling sand for foundation and basement including watering, consolidating, ramming etc. complete.
4.6
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Cement concrete 1:4:8 using 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
3.1
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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/ cum 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 (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 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)
7.7
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Supplying and fixing PVC Mould CI steps
7
-
-
... More
Plastering with C.M.1:3 for 12mm thick including curing etc complete.
100.8
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-
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Cement concrete 1:2:4 using 20mm gauge hard broken stone jelly for plain cement concrete works including laying, ramming, curing etc complete
0.2
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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 cost of steel & binding wire, cutting, cranking , fixing with binding wires, assembling and laying in position for all RCC works
12.08
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-
... More
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for boarding laid over Silver Oak joists of size 10cm X 6.5cm spaced at 90cm c/c and supported by Casuarina Props 10cm - 13cm spaced at 75cm c/c etc., complete and as directed by Departmental Officers.(Retrieved Materials should be taken back by the contractor.)
89
-
-
... More
Disposal of surplus earth
38
-
-
... More
Refilling with excavated soil (other than sand) complying with standard specifications for filling in foundations & basement
11
-
-
... More
Schedule - 5 - Pipe carrying bridge
-
-
-
... More
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.
-
-
-
... More
1st depth of 0 to 2 m
60.89
-
-
... More
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
-
-
-
... More
Below GL 1.5 m depth
4.46
-
-
... More
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/ cum 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 (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 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)
-
-
-
... More
Below GL upto 1.5 m depth
-
-
-
... More
Column, Brace I set
1.78
-
-
... More
Below GL from 1.5 m to 4.5 m depth
9
-
-
... More
Above GL upto 4.5 m height
5.01
-
-
... More
4.50m to 7.32m above GL
16.25
-
-
... More
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 - For 10 Sqm.
-
-
-
... More
Upto 3.3 m height
-
-
-
... More
Plane Surface, footing sides, I set Brace sides & bottom, II set Brace sides & bottom
23.44
-
-
... More
Column below GL, above GL upto 3.3m
52.78
-
-
... More
From 3.3 m to 4.3 m height
-
-
-
... More
Circular column
11
-
-
... More
Plane surface , III set Brace sides & bottom
1.36
-
-
... More
From 4.3 m to 5.3 m height
-
-
-
... More
Circular column
2.2
-
-
... More
From 5.3 m to 6.3 m height
-
-
-
... More
Curved surface-Column head
6.8
-
-
... More
Plane surface - Floor beam sides & bottom
27
-
-
... More
Plane surface - From 6.3 m to 7.3 m height
76.6
-
-
... More
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.
25.63
-
-
... More
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.
170.89
-
-
... More
Schedule - 6 - Pump Room
-
-
-
... More
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.
19.88
-
-
... More
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.
3.72
-
-
... More
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
3.72
-
-
... More
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.
14.53
-
-
... More
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
10.64
-
-
... More
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/ cum 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 (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 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)
1.16
-
-
... More
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/ cum 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 (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 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)
2.61
-
-
... More
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.
-
-
-
... More
Roof slab
19.18
-
-
... More
Others
8.62
-
-
... More
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)
79.71
-
-
... More
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.
2.82
-
-
... More
Floor finsihing with CM 1:3(one cement and three sand) 20mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed byDepartmental Officers.
16.17
-
-
... More
Ceiling plastering with CM 1:3 (one cement and three sand) 10 mm thick including labour charges for mixing, finishing , curing etc., complete and as directed byDepartmental Officers.
19.18
-
-
... More
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. complete as directed by engineer
52.57
-
-
... More
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. complete as directed by engineer
64.78
-
-
... More
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
1
-
-
... More
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)0.6 x 0.9m
3
-
-
... More
Refilling with excavated earth (other than sand) complying with standard specifications for filling the foundations including watering & consolidation etc. complete as directed by Departmental Officers.
8.77
-
-
... More
Schedule - 7 - Compound wall
-
-
-
... More
Earth work excavation and depositing on bank with initial lead of 10m and lift of 2m in hardstiff clay, stiff black cotton, hardred earth, shales, muram, gravel stoney earth and earth mixed stoney earth and hard gravelly soil as per SS 20B with initial lead of 10 mts. and lift of 2 mts.
127
-
-
... More
Supplying and filling with sand for foundation and basement for foundation and basement ramming etc complete.
16
-
-
... More
cement concrete 1:3:6 using 20mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15 cm thick including ramming, curing etc. complete.
21
-
-
... More
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.
51
-
-
... More
Brick work in CM 1:6 (one cement and six sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed byDepartmental Officers.
94
-
-
... More
Cement concrete 1:2:4 using 20mm gauge hard broken stone jelly for plain cement concrete works including laying ,ramming curing etc.complete.for coping
2.8
-
-
... More
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.
113
-
-
... More
Refilling with excavated sand complying with standard specification for filling in foundations and basement.
39
-
-
... 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 "METRO WATER" including one coat of primer with red lead etc., complete as directed.
150
-
-
... More
Supplying and fabricating and fixing wicket gate of size 0.75x2.m with M.S.grill work in 'L' angle of size 40x40x6mm and MS flats including fixing in position with hold fasts etc. with locking arrangements and one coat of priming with red oxide etc.complete.
45
-
-
... More
Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete, in all floors.
15
-
-
... More
Schedule -8, Pumping Main
-
-
-
... More
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.
-
-
-
... More
150 CI Class LA pipe
10968.75
-
-
... More
200 CI Class LA pipe
2443.5
-
-
... More
400mm dia CI Class LA pipe
3300
-
-
... More
Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement.
-
-
-
... More
150 CI Class LA pipe
9871.88
-
-
... More
200 CI Class LA pipe
2199.15
-
-
... More
400mm dia CI Class LA pipe
2970
-
-
... More
Lowering of C.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Departmental engineer
-
-
-
... More
150 CI Class LA pipe
9410
-
-
... More
200 CI Class LA pipe
1810
-
-
... More
400mm dia CI Class LA pipe
2200
-
-
... More
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.
-
-
-
... More
150 CI Class LA pipe
1568
-
-
... More
200 CI Class LA pipe
302
-
-
... More
400mm dia CI Class LA pipe
367
-
-
... More
Labour for cutting open road for laying water mains or sewer,
-
-
-
... More
BT Road Cutting
1405.1
-
-
... More
CC Road Cutting
288.83
-
-
... More
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
-
-
-
... More
For 150 mm dia. Pumping main
11
-
-
... More
For 200 mm dia. Pumping main
1
-
-
... More
For 400 mm dia. Pumping main
1
-
-
... More
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
-
-
-
... More
150mm
11
-
-
... More
200mm
1
-
-
... More
400mm
1
-
-
... More
Supply and delivery of the following sizes of DI Sluice valve as per IS 14846/2000 PN 1.0 with ISI marking including necessary fittings etc,. Complete.
-
-
-
... More
150 mm DI Sluice Valve in 150mm DI Main
11
-
-
... More
200 mm DI Sluice Valve in 200mm DI Main
1
-
-
... More
Supply and delivery of the following sizes of CI Sluice valve as per IS 14846/4000 PN 1.0 with ISI marking including necessary fittings etc,. Complete.
-
-
-
... More
400 mm CI Sluice Valve in 400mm CI Main
2
-
-
... More
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.
-
-
-
... More
50 mm DI DAV
15
-
-
... More
Supply and delivery of CI Specials as per IS 1538/ 1993
-
-
-
... More
Bend
-
-
-
... More
150x90 Deg DI DSB
600
-
-
... More
150x45 Deg DI DSB
192
-
-
... More
150x22.50 Deg DI DSB
98
-
-
... More
150x11.25 Deg DI DSB
12
-
-
... More
200x90 Deg CI DSB
96
-
-
... More
200x45 Deg CI DSB
78
-
-
... More
200x11.25 Deg CI DSB
84
-
-
... More
400x90 Deg CI DSB
160
-
-
... More
400x45 Deg CI DSB
78
-
-
... More
400x22.50 Deg CI DSB
44
-
-
... More
400x11.25 Deg CI DSB
84
-
-
... More
Supplying of following dia. CI Pipes for Class LA as per IS 1536/2001 including cost of conveyance, stocking charges, etc., complete as per standard specifications.
-
-
-
... More
150 CI Class LA pipe
9410
-
-
... More
200 CI Class LA pipe
1810
-
-
... More
400mm dia CI Class LA pipe
2200
-
-
... More
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.
-
-
-
... More
150x90 Deg DI DSB
30
-
-
... More
150x45 Deg DI DSB
12
-
-
... More
150x22.50 Deg DI DSB
3
-
-
... More
150x11.25 Deg DI DSB
5
-
-
... More
200x90 Deg CI DSB
3
-
-
... More
200x45 Deg CI DSB
3
-
-
... More
200x11.25 Deg CI DSB
4
-
-
... More
400x90 Deg CI DSB
5
-
-
... More
400x45 Deg CI DSB
3
-
-
... More
400x22.50 Deg CI DSB
2
-
-
... More
400x11.25 Deg CI DSB
4
-
-
... More
Shcedule-9, Road Restoration for Collection System
-
-
-
... More
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.
3750.6
-
-
... More
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
5000.8
-
-
... More
Shcedule-10, Construction of Sump
-
-
-
... More
Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m for foundation including shoring, strutting wherever necessary including hand bailing out water and all other incidental charges. etc. complete as directed by Engineer In-charge as detailed below.
-
-
-
... More
First depth of 2 m
448.64
-
-
... More
2 to 3 m
224.32
-
-
... More
3 to 4 m
112.16
-
-
... More
Plain cement concrete with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone for levelling course including cost of mixing cement, placing, ramming and curing etc., complete as directed by the Engineer In-charge
26.84
-
-
... More
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/ cum 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 (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 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)
-
-
-
... More
Above GL
-
-
-
... More
0 - 4.5
40.76
-
-
... More
Below GL
-
-
-
... More
Upto 1.5m
21.22
-
-
... More
1.5m to 4.5m
125.69
-
-
... More
4.5m to 9.0m
62.35
-
-
... More
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.
225.02
-
-
... More
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
-
-
-
... More
Plain surface
-
-
-
... More
0 - 3.3
86.43
-
-
... More
3.3 - 4.3
8.96
-
-
... More
Curved surface
-
-
-
... More
0 - 3.3
278.88
-
-
... More
3.3 - 4.3
100.37
-
-
... More
4.3 - 5.3
134.8
-
-
... More
Supply and fixing of CI machine hole cover with frame of size 0.60m x 0.60m (heavy duty)with locking arrangements as directed by Engineer In-charge The machine hole cover frame and cover should be light weight conforming to IS 1726 / 1974
2
-
-
... More
Supply and fixing of R.C.C ventilators with wire mesh.
3
-
-
... More
Supplying and fixing RCC ladder inside the sump
2
-
-
... More
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.
278.41
-
-
... More
Schedule - 11 - Electro-mechanical works
-
-
-
... More
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.
-
-
-
... More
303 lpm against a total head of 15 m (LS - 1A)
2
-
-
... More
88lpm against a total head of 8 m (LS - 1B)
2
-
-
... More
577 lpm against a total head of 12 m (LS - 4A)
2
-
-
... More
419 lpm against a total head of 13 m (LS - 4B)
2
-
-
... More
84 lpm against a total head of 11 m (LS - 6A)
2
-
-
... More
103 lpm against a total head of 12 m (LS - 6B)
2
-
-
... More
490 lpm against a total head of 18 m (LS - 7A)
2
-
-
... More
651 lpm against a total head of 15 m (LS - 8A)
2
-
-
... More
724 lpm against a total head of 13 m (PS - 2)
3
-
-
... More
650 lpm against a total head of 13 m (PS - 3)
3
-
-
... More
525 lpm against a total head of 12 m (PS - 6)
3
-
-
... More
757 lpm against a total head of 16 m (PS - 7)
3
-
-
... More
315 lpm against a total head of 10 m (PS - 8A)
3
-
-
... More
6201 lpm against a total head of 16 m (PS - 8)
3
-
-
... More
1430 lpm against a total head of 14 m (PS-5)
3
-
-
... 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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0.2 kVAR
2
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0.5 kVAR
6
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0.75 kVAR
4
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1 kVAR
16
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2 kVAR
6
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10 kVAR
3
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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.
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32 Amps
13
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63 Amps
1
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160 Amps
1
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Supplying and fixing of following capacity Triple Pole SFU with fuses on suitable angle iron frame with earth connection only.
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32 Amps
13
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63 Amps
1
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160 Amps
1
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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.
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Capacity of M.V. Panel - 32 Amps (LS)
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32 A TPN MCB 10kA (for LDB & Spare - 2nos)
8
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Capacity of M.V. Panel - 32 Amps (PS - 2)
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32 A TPN MCB 10kA (for LDB & Spare - 2 nos)
5
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Capacity of M.V. Panel - 160 Amps (PS - 8)
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32 A TPN MCB 10kA (for LDB & Spare - 2 nos)
1
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Capacity of M.V. Panel - 63 Amps (PS-5)
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32 A TPN MCB 10kA (for LDB & Spare - 2nos)
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 setc.complete
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Capacity of D.G. Set - 15 kVA
5
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Capacity of D.G. Set - 20 kVA
1
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Capacity of D.G. Set - 82.5 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.
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DO - 3 ½ core 25 sq.mm. for LS(Incomer)
240
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DO - 4 core 4 sq.mm - Panel to Starter (PS)
360
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DO - 4 core 4 sq.mm - Starter to Junction Box (PS)
480
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DO - 3 ½ core 50 sq.mm. for PS(Incomer)
300
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DO - 4 core 4 sq.mm - Panel to Starter (PS)
270
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DO - 4 core 4 sq.mm - Starter to Junction Box (PS)
360
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DO - 3 ½ core 50 sq.mm. for PS(Incomer)
100
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DO - 4 core 10 sq.mm - Panel to Starter (PS)
30
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DO - 4 core 10 sq.mm - Starter to Junction Box (PS)
40
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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
-
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DO - 3 ½ core 25 sq.mm.
48
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DO - 4 core 4 sq.mm
96
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DO - 3 ½ core 50 sq.mm.
36
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DO - 4 core 4 sq.mm
72
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DO - 3 ½ core 50 sq.mm.
12
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DO - 4 core 10 sq.mm
24
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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 20 HP
37
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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.
7
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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.
700
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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.
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Light points
56
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Fan Points
7
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Lighting Fixtures
-
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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.
28
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Supplying and fixing of 18" sweep AC exhaust fan complete including providing necessary opening in the wall.
7
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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
7
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Supply and delivery of Rechargeable emergency lamp with 600mm Fluorocuent lamp, dry type rechargable battery etc.,complete.
7
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Earthing as per ISI specifications with necessary masonary work.
30
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Supply and connection of earthing conductor including two coats of approved painting and laying between earth pit and equipment.
-
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25 x 6 mm GI Flat
780
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TNEB registration cum processing fee, Issue of NOC, initial security deposits, meter security deposits, supervision, inspection charges, etc including liaison with power supply authorities, electrical inspectorate, transmission of relevant documents, arranging for power supply, pollution control board acceptances for Genset installation and other charges including generator installation also.
7
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MECHANICAL WORKS
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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
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Sluice gate - 1no. (400x400mm)
1
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Resources allocated to ESHS management
1
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Drafting and updating the ESHS documentation, reporting, inspections
1
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Implementation of the Health and Safety Plan: Meetings, health care center, medical check‑ups, emergencies and evacuations, safety protective equipment, hygiene
1
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Accommodation, drinking water, meals and transportation of staff
1
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Training and local recruitment management costs
1
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Protection of adjacent areas, biodiversity, prevention of erosion and wastewater management
1
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Traffic, noise and atmospheric emissions management, land take
1
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Waste and hazardous products management
1
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Vegetation clearing and site rehabilitation
1
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Operation and Maintenance Price for Operation and Maintenance of Sewage Collection system including Machine holes, Sewer line, Pumping Stations, Lifting stations, Pumping Mains & all allied appurtenances, All electro mechnical items, spares, consumables, Manpower, repair & Maintenance including preventive maintenace, routine maintenance, cost of operating jetting cum suction machine including silt suction machine including silt disposal and any other cost with in the Project Area
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For First Year
1
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For Second Year
1
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For Third Year
1
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For Fourth Year
1
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For Fifth Year
1
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Evaluation Notes How It Works ?
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