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 Date30 Nov 2023
Tender Amount₹ 59,50,00,000
Costs
EMD
₹ 59,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MAWS_379691_1Bid Award Id
ViewTender No
3610/2023/E1Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
BOQ Items
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4 to 5m depth
3753.9
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-
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5 to 6m depth
830.75
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-
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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., complete directed by the Engineer in charge.0 to 2.0m depth
18034
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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.200mm DWC PIPE - Up to 2m
28478
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2m to 4m
12802
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-
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above 4m
4386
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-
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250mm DWC PIPE - 2m to 3m
532
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-
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above 4m
228
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-
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300mm DWC PIPE - 2m to 3m
29
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-
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above 4m
57
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-
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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
7611
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250mm dia
127
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-
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300mm dia
14
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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
3353.06
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-
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C.C.Road Cutting
557.68
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Refilling the trenches with excavated earth including watering and consolidation as directed by the Engineer in Charge and as per standard specification.
84200.92
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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
16805.33
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BEDDING -Filling of Stone dust of approved quarry including cost materials and spreading of labours charges etc,complete.
15328.05
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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
18604.8
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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.upto 1.5m deep below GL - Rectangular 0.75x1.20m inner size
819
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1.5m to 2m below GL - Rectangular 1.20X0.90m inner
size
299
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-
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2m to 2.5m below GL - Rectangular 1.50X1.20m inner size
84
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-
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2m to 2.5m below GL - Rectangular 1.50X1.20m inner size
74
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-
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2.5m to 3m below GL - Circular 1.50m inner dia.
65
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-
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3m to 3.5m below GL - Circular 1.50m inner dia.
69
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-
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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 4m to 4.5m below GL - Circular 1.50m inner dia.
69
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-
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4.5m to 5m below GL - Circular 1.50m inner dia.
35
-
-
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5m to 5.5m below GL - Circular 1.50m inner dia.
14
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-
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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 0.6 - 1.0 m depth
63
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-
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1.00 - 1.50 m depth
29
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-
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1.50 - 2.00 m depth
26
-
-
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2.00 - 2.50 m depth
21
-
-
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2.50 - 3.00 m depth
11
-
-
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3.00 - 3.50 m depth
6
-
-
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3.50 - 4.00 m depth
4
-
-
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4.00 - 4.50 m depth
1
-
-
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Clearing shrub, jungle etc., complete
2325.6
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-
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B) MATERIALS - 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.
45666
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-
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250mm dia.
760
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-
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300mm dia.
86
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-
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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
7782
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-
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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
865
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-
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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.
7782
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-
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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.
865
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-
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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, Cum0 Concrete precast slab of 75mm thick for cover slab including cost and conveyance of all materials to site and labour charges.
11672
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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, Cum0 Concrete precast slab of 75mm thick for cover slab including cost and conveyance of all materials to site and labour charges.
1297
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-
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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.
8647
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-
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Schedule - 3 - Lifting Station - Suction well Earth work open well excavation with lead upto 10 m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and earth mixed with small size of boulders and gravelly soil as directed by the Engineer.-1 cu.m First depth of 2 m
100.92
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-
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Earth work Open well excavation with lead upto 10m in soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting as directed by the Engineer.- 1 cu.m Second depth of 2 m
50.46
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Third depth of 2 m
50.46
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-
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Forth depth of 2 m
50.46
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Fifth depth of 2 m
90.1
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Sixth depth of 2 m
38.83
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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 From 1.5m to 4.5 m below G.L
4.48
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-
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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) Above G.L
9.47
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-
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Below GL - Upto 1.5 m
15.03
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-
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From 1.5 m to 4.5 m
30
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-
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From 4.5 m to 9.0 m
28.78
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-
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Suppling and fabricating and placing in position MS (or) R.T.S. bar (CRS) for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. complete for all RCC works and as directed by Engineer in charge.
142
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-
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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 Engineer in charge.(Retrieved Materials should be taken back by the contractor.) Curved surface From 0 m to 3.3 m
326
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-
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From 3 m to 4.3 m
92.32
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-
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From 4.3 m to 5.3 m
92.32
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-
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From 5.3 m to 6.3 m
92.32
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-
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From 6.3 m to 7.3 m
69.8
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-
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From 7.3 m to 8.3 m
42.39
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-
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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 and as directed by Engineer in charge.
53
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-
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Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement etc.., as directed by the Engineer in charge.
116
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-
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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.0 m to 2 m
122.46
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-
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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
34
-
-
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Supplying and fixing of encapsulated P.V.C. steps inside the well
151
-
-
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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 Cum0 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. Internal size : 1.50 x 1.00 x 0.6
6
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-
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Construction of Valve Chambers P.C.C 1:4:8 40mm, Reinforced cement concrete Cum0 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.Internal size - 1.50 x 1.0 x 0.9 m
6
-
-
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Supplying, conveying and fixing the following CI specials as per IS 1538 etc. complete.150 mm dia CI - 1.0m d/f pipe
54
-
-
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100 mm dia CI - 1.0m d/f pipe
30
-
-
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150 mm dia CI - 0.5m d/f pipe
22
-
-
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100 mm dia CI - 0.5m d/f pipe
24
-
-
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150 mm dia CI d/f 90 deg bend
12
-
-
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100 mm dia CI d/f 90 deg bend
6
-
-
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150 mm dia CI non-return valve
12
-
-
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100 mm dia CI non-return valve
6
-
-
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150 mm dia CI sluice valve
6
-
-
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100 mm dia CI sluice valve
6
-
-
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100 x 150 mm CI D/F taper
6
-
-
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100 x 100 mm CI D/F taper
6
-
-
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150 x 100 mm CI A/F tee
6
-
-
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100 x 100 mm CI A/F tee
6
-
-
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Schedule -4, 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.150mm and 400mm CI Class LA pipe
8362.13
-
-
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Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement.150mm and 400mm CI Class LA pipe
7525.91
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-
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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
5833
-
-
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400mm dia CI Class LA pipe
1200
-
-
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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
974
-
-
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400mm dia CI Class LA pipe
200
-
-
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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
698.59
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-
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CC Road Cutting
147.5
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-
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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
6
-
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For 400 mm dia. Pumping main
1
-
-
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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 50mm air valve in 150mm main
6
-
-
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100mm air valve in 150mm main
1
-
-
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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.150 mm DI Sluice Valve in 150mm DI Main
6
-
-
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400 mm CI Sluice Valve in 400mm CI Main
1
-
-
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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.50 mm CI DAV in 150mm DI Main
6
-
-
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50 mm CI DAV in 400mm CI Main
3
-
-
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Supply and delivery of CI Specials as per IS 1538/ 1993 Bend 150x90 Deg CI DSB
140
-
-
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150x45 Deg CI DSB
176
-
-
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150x11.25 Deg CI DSB
78
-
-
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150x22.50 Deg CI DSB
168
-
-
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400x90 Deg CI DSB
96
-
-
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400x45 Deg CI DSB
52
-
-
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400x22.50 Deg CI DSB
44
-
-
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400x11.25 Deg CI DSB
84
-
-
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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.150 CI Class LA pipe
5833
-
-
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400mm dia CI Class LA pipe
1200
-
-
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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
7
-
-
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150x45 Deg CI DSB
11
-
-
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150x22.50 Deg CI DSB
12
-
-
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400x90 Deg CI DSB
3
-
-
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400x45 Deg CI DSB
2
-
-
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400x22.50 Deg CI DSB
2
-
-
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400x11.25 Deg CI DSB
4
-
-
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Schedule -5, Pipe carrying bridge 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.1st depth of 0 to 2 m
60.89
-
-
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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 Below GL 1.5 m depth
4.46
-
-
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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) Below GL upto 1.5 m depth
1.78
-
-
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Below GL from 1.5 m to 4.5 m depth - Footing
9
-
-
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Above GL upto 4.5 m height
5.01
-
-
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4.50m to 7.32m above GL
13.25
-
-
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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 - For 10 Sqm. Upto 3.3 m height Plane Surface
23.44
-
-
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Circular Columns
52.78
-
-
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From 3 m to 4.3 m height - Circular column
11
-
-
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Plane Surface- III set Brace sides & bottom
1.36
-
-
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From 4.3 m to 5.3 m height - Circular column
2.2
-
-
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From 5.3 m to 6.3 m height - Column head
6.8
-
-
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Plane Surface - Floor beam sides & bottom
27
-
-
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From 6.3 m to 7.3 m height
42.9
-
-
... 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.
29.04
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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.
132.89
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Shcedule-6, Road Restoration for Collection System 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.
5125.08
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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
6833.44
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Schedule - 7 - Electro-mechanical works Supply and delivery of submersible centrifugal sewage non-clog pumps, vertical spindle type pump , wear
resistance with submersible motor with electrical DOL starter panel. 426 LPM at 16 M head with 2.2 KW Motor
4
-
-
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899 LPM at 22 M head
2
-
-
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895 LPM at 17 M head
2
-
-
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447 LPM at 14 M head
2
-
-
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426 LPM at 16 M head with 2.2 KW Motor
2
-
-
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7401LPM at 27 M head
3
-
-
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LT/LTCT METERING BOX as per IE rules and TANGEDCO norms for 50HP/37 KW (which includes LT meter panel board 6 Nos. suitable fuse carriers).
6
-
-
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LT/LTCT METERING BOX as per IE rules and TANGEDCO norms for 75 HP-150HP/56-112 KW (which includes LTCT meter panel board 6 Nos. suitable fuse carriers and 3 nos. CT coil)
1
-
-
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VERTICAL THREE PHASE DISTRIBUTION BOARD WITH 32A MCB ISOLATOR FOR INDUSTRIAL TYPE TPMCB DB WITH IP 54 PROTECTION( 4 Ways 3 Phase DB)
6
-
-
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TPN MCB Isolator of 32A
6
-
-
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20A TPN MCB Outgoing for Submersible Pump Motor Panel
12
-
-
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6A DP MCB Outgoing for Lights
12
-
-
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Vertical TPN Distribution Boards (with MCCB Incomer); Double Door; IP43, as per IS 8623 III; Impact resistance IK09; Frame MCCB Incomer & Single Phase/Three Phase MCBs as Outgoing (for power loads exceeding 100A) 6 Way, MCCB + 18 Modules
1
-
-
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TPN MCCB Isolator of 160 A
1
-
-
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63 A TP MCCB Outgoing for Submersible Pump Motor Panel for 22.5 KW Motors
3
-
-
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6A DP MCB Outgoing for Lights
3
-
-
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Supply, delivery at site & laying of following cables 1.1 KV grade 4 core 6 mm² XLPE insulated aluminium armoured cable from TANGEDCO LT Meter Board to consumer switch board and from consumer switch board to panel board
60
-
-
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1.1KV grade 3 core 2.5 mm² PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 -1 run for each 2.2 KW motor.
120
-
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1.1KV grade 3 core 4 mm² PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 -2 run for each 3.7 KW motor.
120
-
-
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Supply, delivery at site of following cables 1.1 KV grade 3 1/2 core 95 mm² XLPE insulated aluminium armoured cable from TANGEDCO LT Meter Board to consumer switch board and from consumer switch board to panel board
20
-
-
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1.1 KV grade 3 core 16 mm² XLPE insulated aluminium armoured cable from LT Panel Board to ATS Starter Panel at Pump House for 2 nos 22.5 KW Motors
150
-
-
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1.1KV grade 3 core 6 mm² PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 -1 run for each 22.5 KW motor.
90
-
-
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Supply, delivery at site and laying of 1.1KV grade XLPE insulated PVC outer sheathed armoured copper conductor power/control cable of following size either through cable duct or through cable trays or through protection pipes including necessary end terminations with gland and sockets as per technical specification and direction of EIC.4 Core x 2.5 mm²
560
-
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4 Core x 1.5 mm²
360
-
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Laying and termination at site of following cables 1.1 KV grade 3 1/2 core 95 mm² XLPE insulated aluminium armoured cable from TANGEDCO LT Meter Board to consumer switch board and from consumer switch board to panel board
20
-
-
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1.1 KV grade 3 core 16 mm² XLPE insulated aluminium armoured cable from LT Panel Board to ATS Starter Panel at Pump House for 2 nos 22.5 KW Motors
100
-
-
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1.1KV grade 3 core 6 mm² PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 -1 run for each 22.5 KW motor.
90
-
-
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Making end termination of 1.1KV grade XLPE/ PVC insulated armoured Al./ Cu. conductor cable with gland and others hardwares of following sizes as per direction of EIC 4 core x 6 mm² (Al.)
72
-
-
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4 core x 2.5 mm²(Cu)
48
-
-
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4 core x 1.5 mm² (Cu)
48
-
-
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4 core x 4 mm² (Cu) flat PVC cable for submersible pump motor.
72
-
-
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Laying and termination at site of 1.1KV grade XLPE insulated PVC outer sheathed armoured copper conductor power/control cable of following size either through cable duct or through cable trays or through protection pipes including necessary end terminations with gland and sockets as per technical specification and direction of EIC.4 Core x 2.5 mm²
500
-
-
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4 Core x 1.5 mm²
300
-
-
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Supply and fixing of 3Ph / 1 Ph, 50 Hz, heavy duty exhaust fan including S & F of M.S. cowl made of 2 mm thick GI sheet and 12 SWG SS wire mesh duly painted and making suitable hole in the wall including mending good damages complete ,450 mm sweep (3 Ph), 18"
2
-
-
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Earthing the whole installation for Lifting Machine hole pumps and panel as per IE Rules & Acts, specifications, complete in all respect including supply, installation of all required earthing materials, flats, earth electrodes and all other sundries, fitting, fixtures including making proper earth stations as per technical specification and direction of EIC
12
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Supply, delivery and fixing of Industrial type 2X24 Watt LED light fitting completely wired up with necessary electronic ballast, capacitor and lamp etc. with 2 nos. 20 mm GI conduit (16 SWG) supports including supply & fixing of GI conduit, ball socket type ceiling plate and connecting the length with 1.5 mm² flexible copper wire.
16
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Supply, delivery & fitting-fixing at site highbay luminaire complete with LED light (120 Watt) & other accessories , wide beam or equivalent high bay luminaire with LED flood light fitting suspended upto 2.0 M below the ceiling including making necessary connections and earth attachment by providing GI pipes, 1.5mm² copper wire.
2
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Supply, delivery & fitting-fixing at site superior quality bulkhead 11 W CFL fittings complete with clear acrylic cover, wire guard, lamp, holder etc.
16
-
-
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Supply, delivery at site, installation, testing and commissioning of one 2 (Two) MT Hand Operated Travelling Crane for a span of 6 M and complete with all accessories
2
-
-
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