Municipal Administration And Water Supply Department Tender
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The MAWS has issued a formal invitation for competitive bids for the Municipal Administration And Water Supply Department project, for Improvement Of Water Supply System In Sengottai Municipality in Tenkasi, Tamil Nadu, with an estimated contract value of Rs. 4,90,00,000. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 29-05-2025. Interested bidders for Municipal Administration And Water Supply Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date27 May 2025
Closing Date29 May 2025
Tender Amount₹ 4,90,00,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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The eligible class required by a bidder to participate or bid in the tender is: CLASS 1 contractor.
Bid Capacity
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Assessed Available Bid Capacity = (A*N*1.5 – B) Where, A = Maximum value of civil engineering works executed in anyone year during the last five years N = Number of years prescribed for completion of the works for which bids are invited
B = Value of works of existing commitments and on-going works to be completed during the next 2 years.
Technical Capacity
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The bidder should have prior work experience in Construction of Civil Engineering works like water distribution pipeline and OHT work, with specific requirements for key personnel, including:
- 1 Project Engineer BE (Civil) with not less than 15 years Experience
- 2 Site Engineers BE (Civil) with not less than 10 years Experience
- 4 Site Supervisors Diploma (Civil) with not less than 5 years Experience The bidder should have completed at least one work of value more than INR 1062.00 Lakhs or above, or two completed works of value more than INR 1062.00 Lakhs or above. Additionally, the bidder should have achieved an annual financial turn over in anyone of the last five financial years, with a value of Rs. 490.00 Lakhs (or Rs. 2124.000 Lakhs as per another requirement), equivalent to 100% of the value of work put to tender. The bidder should have minimum aggregate experience of pipeline in Kms, specifically: - DI/CI pipe should have supplied, laid, jointed, tested and satisfactorily completed (30% of total length in kms) with a minimum of 6.00 kms.
- Should have supplied, erected and commissioned Vertical Turbine pump or open well submersible pump sets of several numbers under a single contract totaling to 30 HP.
- Minimum aggregate experience of RCC Water retaining structures (LL) completed and tested for water tightness in last 5 years (30% of total requirement in LL) with a minimum of 2.00 LL. The bidder should have completed similar works with a value of more than INR 1062.00 Lakhs, but no specific percentage is mentioned for similar works completed. However, proposals for sub-contracting components of the Works which in aggregate add to more than 20 percent of the Bid price will be considered. The bidder should have satisfactory completed and commissioned water supply scheme of value not less than Rs. ___ lakh in last five years, with specific values: - If single agreement: 40% of BOQ Value, which is Rs. 196.00 Lakhs
- If two agreements: 60% of BOQ Value, which is Rs. 294.00 Lakhs The bidder should have a minimum average annual turnover of Rs. 2124.00 Lakhs in each year in any two years during the last 5 years.
Costs
EMD
₹ 4,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAWS_562200_1Tender No
573/2025/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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foundation
32
10
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Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in sand, silt or other loose soil, Wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil - First depth of 2 metre.
937
10
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Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10metre in soft disintegrated rock, laterite, soft rock or kankar not requiring blasting - First depth of 2 metre- First depth of 2m to 4m
809
10
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Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10metre in soft disintegrated rock, laterite, soft rock or kankar not requiring blasting - First depth of 2 metre- First depth of 4m to 5m
312
10
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Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock not requring blasting 5m to 6m
230
10
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Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock requiring blasting 6m to 8m
374
10
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Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock requiring blasting 8m to 10m
374
10
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Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock requiring blasting 10m to 12m
170
10
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Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock requiring blasting 12m to 14m
170
10
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Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock requiring blasting 14m to 15m
85
10
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Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock requiring blasting - First depth of 2 metre 15m to 16m
85
10
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Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock requiring blasting - First depth of 2 metre 16m to 18m
170
10
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Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metrein Medium rock and dense medium rock requiring blasting - First depth of 2 metre 18m to 20m
170
10
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Refilling the foundation with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification and as directed by Engineer .
1841
10
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Disposal of surplus earth including loading & unloading, conveyance within a distance of 2Km and spreading as directed by the Engineer-In-Charge.Twad Pg No 322
2053
10
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Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
122
10
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Supply and erection of steel centering, shuttering for soffits and sides including necessary support strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25x25x3mm for boarding laid over Silver Oak joists o
curved surface - 0.00m-3.30m
729
10
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3.31m-4.30m
141
10
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4.31m-5.30m
119
10
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5.31m-6.30m
119
10
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6.30m -7.30m
119
10
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7.30m-8.30m
122
10
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8.30m-9.30m From GL
122
10
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9.30m-10.30m From GL
86
10
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10.30m-11.30m From GL
20
10
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circular column
3.5
10
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square column
69
10
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plan surface
156
10
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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 400Kg/ cum and maximum water cement ratio of 0.45 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 Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. Above G.L upto 1.50m
41
10
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Below GL & upto 1.5 M
32
10
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1.50m-4.50m From GL
69
10
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4.50m-9.00m From GL
97
10
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9.00m-13.50m From GL
30
10
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Supply, delivery fabrication and placing in position of MS, RTS rods for reinforcement for binding ring, pilasters, roof slab and well curb including cost of binding wire etc. complete and as directed by TWAD Bd. Officers
34810
10
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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 Crushed Stone Sand (M- 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 - Upto basement
9
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First floor
14
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Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
21
10
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Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT
39
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Plastering in C.M. 1:3 mix (one part of cement and three part of Sand) 10 mm tk including mixing and finishing to a well smoothened surface, watering cost and conveyance all materials and all labour and other incidental charges and other incidental charges etc., complete. as per standard specification TNBPSS 56,57
48
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Plastering in C.M. 1:5 mix (one part of cement and five part of Sand) 12mm tk including mixing and finishing to a well smoothened surface, watering cost and conveyance all materials and all labour and other incidental charges and other incidental charges etc., complete. as per standard specification TNBPSS 56,57
332
10
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Supplying and Painting the walls with two coats weather sealed exterior Emulsion Paint as instructed by the departmental officers including preparation of surface curing etc., copmlete in all floors complying with standard specification (The Colour and shade of paint shall be got approved the departmental officers)
568
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Supplying and fixing of Steel door and Window using ISA Sections and MS Sheet of approved quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification
3347
10
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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.
145.4
10
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Paving the floor with colour and designed ceramic tiles 305mm x 305mm x 6mm of approved make, quality and colour in all floors over a base layer of cement mortar 1:3(one cement three sand) 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40kg/Sq.m laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officer.
51
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Weathering course in Brick jelly and lime concrete using broken brick jelly of size 20 mm uniform gauge in pure slacked lime ( no sand to be used ) the proportion of brick jelly to lime being 32:12.5 by volume laid over the RCC roof slab in a single layer of required design , slope and finished thickness by beating the concrete with wooden and beaters of approved pattern keeping the surface constantly wet by springing lime Jaggery water etc,. complete as per standard specification and as directed by the Engineer incharge.
3
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Finishing the top of Roof with one course of machine pressed tiles of size ( 23x23x2 cm ) approved quality in C.M. 1:3 - 12 mm thick mixed with water proofing compoud confirming to IS @ 2 % by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc,. complete complying with Standard Specification
44
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Wiring with 2 x 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoires in flush with wall with 3mm thick hylum sheet cover with TW switch box and 5A FT switch and making good of the concealed portion with suitable colour for PVC concealed light (6 points per coil) (for rooms like bath, toilet & pumproom, etc.)
12
10
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Supply and fixing of single box type 4'40 W flu fitting complete with copper choke and condensor with TW round blocks on wall or ceiling with flu tube with PVC unsheathed Copper leads from terminals to the fitting etc, complete as per standard specifications
8
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Supply and fixing of horizontal type 4 way triple pole neutral MCB distribution board in sheet steel enclosure double door (metal) with 40A 4 pole MCB isolater as incoming and 12 Nos. 6A to 32A SP MCB as outgoing in flush with wall and making good of the concealed portion with earth connection. The MCBDB and MCB's should be with the ISI mark (like standard make)
4
10
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Supply and run of 2 of No.8 SWG GI wire for guarding with cradle with No.8 SWG GI wire at the equal interval of 1.5m etc, complete as per standard specifications
60
10
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Supply and run of 4 x 6 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V on 7 / 20 GI bearerwire for service connection mains
60
10
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Dewatering using 3HP to 70HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.
1500
10
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Drilling of 100mm dia bore well in hard rock areas anywhere in tamilnadu including developing the bore well including labour charges etc
540
10
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Earth work excavation and refilling for pipe line works having bed width of 1.25m and below on linear measurement basis - Earth work rate for other than loose soil/m PVC/HDPE/GRP + Refilling the trenches with excavated earth (other than sand) in layers and watering, ramming and consolidation as per standard specification etc complete and as directed by Engineer in charge 100mm Dia DI pipe
1700
10
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150mm Dia DI pipe
30
10
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200mm Dia DI pipe
4930
10
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Refilling as per IS specifications and as directed by the engineers for the following sizes in metres,as per drawing.100mm Dia DI pipe
1700
10
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150mm Dia DI pipe
30
10
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200mm Dia DI pipe
4930
10
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Supply & delivery of following sizes of DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 AS PER IS 8329/2000 100mm Dia DI pipe
1700
10
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150mm Dia DI pipe
30
10
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200mm Dia DI pipe
4930
10
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Supply & delivery of following sizes of DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 AS PER IS 8329/2000
858
10
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Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers. 100mm Dia DI pipe
1700
10
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150mm Dia DI pipe
30
10
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200mm Dia DI pipe
4930
10
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Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) 100mm Dia DI pipe
309
10
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150mm Dia DI pipe
5
10
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200mm Dia DI pipe
896
10
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Cutting C.I./D.I Pipes true to axis and filing smoothly and finishing the ends complete 100mm Dia DI pipe
7
10
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200mm Dia DI pipe
25
10
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Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with orizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work xcavation for fixing vertical posts and finally removing and stacking the aterials safely for further use etc., complete and as directed by TWAD Board officers
4662
10
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Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus stand and in the Highways etc.) for laying of pipe line sing casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as irected by TWAD Board officers.
1998
10
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Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes.
100mm Dia DI pipe
1700
10
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150mm Dia DI pipe
30
10
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200mm Dia DI pipe
4930
10
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Disposal of surplus earth including loading, conveyance within a distance of 2 km and spreading as directed by the Engineer in charge.
131.1
10
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Supply, Delivery and fixing of DI D/F Gate valves (Soft Seated) resilient seated soft sealing gate valves (sluice valves) with body bonnet of ductile cast iron of grade GGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindle nut, without gland packing and with 3 O-Ring protection on the shaft and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face to face dimentions as CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING All the valves should be with electrostatic powder coating both inside and outside with pocket less straight thro' body passage, inside and outside color Blue including Flange/socket and Flange/spicot tail pieces, etc., loading,unloading, Transportation charges and stacking etc. complete as per specifications. All the valves are to be compatible for burried application with pressure rating .
100 mm Pipe sluice Valve
3
10
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150 mm Pipe Valve- sluice Valve
1
10
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200 mm Pipe Valve -sluice Valve
2
10
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200mm NRV
1
10
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100mm NRV
3
10
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Manufacture, Supply and Delivery of Tamper proof DI single chamber double orifice triple function (ventilating, admiting & ventilating during operation) air release valve with pressure rating PN 10/16 with body and cover made of Ductile Iron of Grade GGG 40 or GGG 50, conforming to IS 1865 with Food Grade Epoxy Powder coating (EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float shall be made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber for TWAD Board works anywhere in Tamil Nadu and with 5 years warranty
200 mm DI Pipe - 50 mm Air Valve
5
10
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Labour charges for cutting of B.T road or WBM roads for laying of mains and as directed by Engineer in charge.Twad Sor 24-25 Pg No195
140
10
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Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
200
10
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Construction of Valve Chamber of in Brick work with CM 1:5 mix with RCC Slab 100 mm thick including cost and conveyance of all materials and labour charges to site etc., complete as per Standard specification
100 mm Pipe sluice Valve
6
10
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150 mm Pipe Valve- sluice Valve
1
10
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200 mm Pipe Valve -sluice Valve
8
10
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Supply of 150 mm DE D/F Pipe Inlet to the Existing Over Head Tank 150mm DI D/F 2.50m Pipe
18
10
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2.00 m Pipe 150mm DI D/F
3
10
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1.00 m Pipe 150mm DI D/F
9
10
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150mm DI D/F SPECIALS,
186
10
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Supply of 200 mm DE D/F Pipe Inlet to the Existing Over Head Tank
200mm DI D/F 2.50m Pipe
18
10
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2.00 m Pipe 200mm DI D/F
3
10
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1.00 m Pipe 200mm DI D/F
9
10
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200mm DI D/F SPECIALS,
186
10
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Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP, Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation.
Proposed Pumps in Open well 300LPMX40M HEAD
6
10
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SUMP TO OHT 900LPMX40M HEAD
2
10
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Supply and Delivery of Di-Electric Capacitor with Test Certificate given per KVAR is inclusive of Banking charges, such as providing copper bus bars with provision for adding atleast 2 capacitors at later date, cable entry box, fabricating charges etc. complete. This rate is not applicable for replacement of capacitors which does not require banking and fabrication works.
2 KVAR for 7.5HP
6
10
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Supply and delivery of Star-Delta starter confirming to IS 13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/ Three Phase/50HZ (+/- 5%) and 415V (+/- 10%) including 3 pole magnetic contactor with under voltage release - 3 Nos., CT operated Ammeter (65 mm dia) with suppressed scale, Voltmeter (65mm dia), Voltmeter selector switch, Miniature circuit breaker, Thermal Overload relay, Air Break contactors suitable for next Standard higher KW rating, Single phasing preventor, dry running preventor and On/Off Push button switches, wiring with 1 sq.mm/4 sq. mm copper pvc insulated cable, powder coated vermin proof box, including the capacitor (the cost of capacitor is to be taken separately).
10HP-Pupm Panel board
2
10
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5HP-Pupm Panel board
6
10
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Supply and fixing of TNEB meter board suitable for 32A three phase service connection with 3 Nos. 32A fuse unit(500V) 32A neutral link and earth link (1" x 1/8" copper flat) on TW plank of size 600mm x 450mm x 19mm withsupporting TW reepers of 1" thick an either side with painting with suitable bolt and nuts for fixing the TW plank onwall with earth connection and inter connection with 7/20 PVC insulated copper wire from EB meter to fuse unit with 1No 40 Amp 30 MA Four Pole RCD / RCCB (Lower End) with suitable necessary connection
4
10
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150mm dia Pressure Gauge and Vaccum guage including all accessories as per specification (For Suction and Delivery to be mounted on wall on Teak Wood Board)
4
10
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Supply ond delivery of 95sq.mm L.T. CABLES 3.5x95Sq.m CORE 1.1 KV GRADE ARMOURED ALUMINIUM CONDUCTOR CROSS LINKED POLY ETHYLENE INSULATED PVC SHEATHED CABLES CONFORMING TO IS 7098 (PART I)/1988 AND AS AMENDED THEREAFTER WITH ISI MARKING
120
10
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Laying the above cables as per IE rules inside the pump room or in air
120
10
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JOINTING OF L.T. CABLES- 3.5 X 95 Sq.m CORE 1.1 KV GRADE ARMOURED ALUMINIUM CONDUCTOR CABLE CONFORMING TO IS 7089 PART I AND AS AMENDED THERE AFTER WITH ISI MARKING including materials lugs clamps
16
10
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Supply and deleivery of heavy duty 11KV grade 3.5x50sq.mm ARMOURED ALUMINIUM CONDUCTOR CROSS LINKED POLY ETHYLENE INSULATED PVC SHEATHED CABLES CONFORMING TO IS 7098 (PART I)/1988 AND AS AMENDED THEREAFTER WITH ISI MARKING
40
10
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Laying the above cables as per IE rules inside the pump room or in air
40
10
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JOINTING OF L.T. CABLES- 3.5X50 Sq.m CORE 1.1 KV GRADE ARMOURED ALUMINIUM CONDUCTOR CABLE CONFORMING TO IS 7089 PART I AND AS AMENDED THERE AFTER WITH ISI MARKING
16
10
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Supply and deleivery of heavy duty 11KV grade 3x16 Sq.mm ARMOURED ALUMINIUM CONDUCTOR CROSS LINKED POLY ETHYLENE INSULATED PVC SHEATHED CABLES CONFORMING TO IS 7098 (PART I)/1988 AND AS AMENDED THEREAFTER WITH ISI MARKING MV panel to 18KVAR capacitor
40
10
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Laying the above cables as per IE rules inside the pump room or in air
40
10
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JOINTING OF L.T. CABLES- 3 CORE 1.1 KV GRADE ARMOURED ALUMINIUM CONDUCTOR CABLE CONFORMING TO IS 1554 PART I AND AS AMENDED THERE AFTER WITH ISI MARKING
8
10
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TWIN CI EARTHING as per IS 3043/1987 and Latest amendments including earth pit withRCC slab and other civil works upto 25 HP
4
10
-
... More
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days.
8
10
-
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Suppliyng delivery of PVC Mould CI steps for sump including transportation.,
13
10
-
... More
Supply, delivery and fixing of RCC Inner Ladder of approved quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification
2
10
-
... More
Supply and fixing of 100m dai DI pipe & Specials of approved quality as including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification.
100mm Dia DI Pipe 5m pipe
6
10
-
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100mm DI D/F SPECIALS,
150
10
-
... More
100mm Dia Gate valve
3
10
-
... More
100mm Dia NR valve
3
10
-
... More
Supply, delivery and fixing in position FRC Manhole cover slab with frame of size 0.60x0.60m of approved quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification
2
10
-
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