Heavy Industries and Public Enterprises Private Organizations Closing in 27 days TDR #56227431

Tender For Supply, Laying, Testing And Commissioning Of Pipe Line For Providing 1.5 Mld Water Supply To Industrial Customers At Gangapuram, Near Perundurai, Erode Dist.

Issued by Private Organizations · Tiruppur, Tamil Nadu
Tender Value
1.35 Crore
Estimated cost
Bid Submission
29 Jul 2026
27 days left
EMD
1.01 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Tiruppur → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Supply, Laying, Testing And Commissioning Of Pipe Line For Providing 1.5 Mld Water Supply To Industrial Customers At Gangapuram, Near Perundurai, Erode Dist.

BOQ

Name of Work:- Supply, laying, testing and commissioning of pipe line for providing 1.5 MLD water supply to Industrial customers at Gangapuram, near Perundurai, Erode Dist.
Sl. No. Item Description
1NEW TIRUPUR AREA DEVELOPMENT CORPORATION LIMITED (NTADCL) Name of Scheme: Supply, laying, testing and commissioning of pipe line for providing 1.5 MLD water supply to Industrial customers at Gangapuram, near Perundurai, Erode Dist. PRICE BID - COVER II e- submission BILL OF QUANTITIES 1) The Bill of Quantities shall contain items for the construction, installation, testing, commissioning and maintenance of the Works to be carried out by the Contractor. 2) The Bill of Quantities will be used to calculate the Contract Price. The contractor shall be paid for the quantum of work done at the rate quoted for each item in the Bill of Quantities. 3) The rates quoted in the BOQ shall be for carrying out the work in conformity to the BIS, TNBP and Technical Specifications and other Terms and Conditions set out in the Bid Document 4) All bidders will be provided with an electronic copy of the schedule of prices. Cells that contain permanent information and are not to be changed by the Bidder will be protected. Cells into which the bidder can enter rates will be left unprotected. The spread sheets already contain formulae 5) The bidder should offer their/his price for all the items of works detailed in the Bill of Quantities. Items for which no rate or price is entered by the bidder will not be paid for by the employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities. 6) The Bidder should carry over the Schedule wise Amount in the General Abstract to the BoQ Sheet manually. If any difference with General Abstract Amount and the amount in the BoQ sheet the General Abstract amount will be govern 7) The Bidder is entirely responsible to ensure that the calculations presented in the Schedule of Prices are correct, and that the Bidder’s offer is complete in all respects 8) The Bidding under this contract shall be done through the electronic bid submission in the web site https://tntenders.gov.in as stipulated in Invitation for Bid. Priced Bill of Quantity duly signed digitally by the bidder. Negotiation on tender through E-Portal:- 9) During the negotiation also done through the electronic bid submission, bidders may choose to negotiate by proposing lower rates for individual items quoted in their initial bid. However, any attempt to increase rates for any item cannot be accepted. In such instances, only the lowest quoted rates for those items during the bidding/ negotiation process will be taken into consideration. Changes in the Probable of Probable of Quantity 10) If the final Quantity of the work done differs from the Probable of Quantity in the Bill of Quantities for the particular item/items, the rates as in the agreement for the relevant items shall be paid. 11) The Executive In Charge has to show restraint in execution of works under the following category by duly observance of procedure. i) Items quoted with violent excess percentage i.e., (+) 25% and above over the departmental rate should not ordinarily exceed the departmental quantity during execution. Department rates shall only be allowed for the excess quantity if any involved during execution on these items. ii) The items quoted with violent less percentage i.e. (-) 10% and below than the departmental value shall not be ordinarily omitted or reduced during execution. Goods & Service Tax 12) The bid value is inclusive of GST @ 18% (or) at the rates as may be notified by the Government from time to time. The bidder should quote basic price of each item in the Bill of Quantity. The GST amount should be arrived for the Total basic cost of all the items. TDS - GST 13) From every individual periodic payment made to the firm/Contractor, TDS - GST will be deducted at the rates as may be notified from time to time by the Government Name of Work: New connection work M/s. Gangapuram Water Projects (14 NC) for 1500 KLD in TM, Gangapuram. - Supply, Earthwork Excavation, Laying, Jointing, Testing and Commissioning of DI K7 & K9 Water Supply Pipeline and appurtenances to convey water at Gangapuram, Near Perundurai, Erode Dist. Sl. No. Description of work Probable quantity Figures TNBP No. Other specification Units in Rates in Amount in figures Figures Words 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 Vide separate sheets attached.
2New connection work M/s. Gangapuram Water Projects (14 NC) for 1500 KLD in TM, Gangapuram.
3Supply, Earthwork Excavation, Laying, Jointing, Testing and Commissioning of DI K7 & K9 Water Supply Pipeline and appurtenances to convey water at Gangapuram, Near Perundurai, Erode Dist.
4Sub Total
5Add GST @ 18 %
6New connection work M/s. Gangapuram Water Projects (14 NC) for 1500 KLD in TM, Gangapuram.
7Supply, Earthwork Excavation, Laying, Jointing, Testing and Commissioning of DI K7 & K9 Water Supply Pipeline and appurtenances to convey water at Gangapuram, Near Perundurai, Erode Dist.
8Earth work excavation and depositing on bank with initial lead of 10m and lift of 2m in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and Sewarage works in the following type of soil strata, the rate including clearing the bushes, bailing out of water, refilling the trenches after laying of pipes and dispose the surplus earth 2Kms away from the site and to be leveled properly etc., complete in the following classification of soils as directed by Departmental Engineers.
9Hard stiff clay, stiff black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.
10For Pipeline
11For Pipeline
12For Pipeline
13For Chamber construction
14For Trial Pits
15L.S for Drain culvert crossing etc.,
16Deductions
17Total
18B.T. Roads (or) Maccadam roads
19For Pipeline laying
20For Chamber construction
21For Trial Pits
22Total
23In Medium rock and dense medium rock not requiring blasting.
24For Pipeline laying
25For Chamber construction
26For Trial Pits
27Total
28In hard rock including blasting, removal and stacking.
29For Pipeline laying
30For Chamber construction
31For Trial Pits
32Total
33Concrete roads cutting / Culvert crossing
34For Pipeline
35Total
36Charges towards water pipeline and cable damages rectification charges including materials and labour with all required tools & tackles etc.,
37Supply and delivery of 200 mm dia DI K9 Spigot & Socket end pipes conforming to IS 8329:2000, with one Number of SBR / EPDM gasket for each 6.00 meter length of pipe as per IS:5382 (33 Nos.)Make: Srikalahasthi Pipes Limited / Tata Steel / Jindal SAW Ltd
38Supply and delivery of 150 mm dia DI K9 Spigot & Socket end pipes conforming to IS 8329:2000, with one Number of SBR / EPDM gasket for each 5.50 meter length of pipe as per IS:5383 (456 Nos.)Make: Srikalahasthi Pipes Limited / Tata Steel / Jindal SAW Ltd
39Charges for laying, jointing (Socket / Spicot) and testing of Ductile Iron-K9 Pipes and specials, including loading, unloading stacking at site, transit charges complete, including cutting, lowering, laying and jointing to proper grade (Gasket joint) and alignment, fixing the specials along the pipeline and testing to the required pressure with all tools & tackles, wastages etc., as complete, water required for testing to be arranged by the contractor at their cost and as directd by the Departmental Engineers.
40DI K9 Pipes - 200mm dia, as per IS 8329 / 2000
41DI K9 Pipes - 150mm dia, as per IS 8329 / 2000
42Supply and delivery of 100 mm dia DI K7 Spigot & Socket end pipes conforming to IS 8329:2000, complete with one number of SBR/EPDM gasket for each 5.50 m pipe length conforming to IS 5382/1985, including transportation and delivery at work site.Total Quantity: 36 Nos.Make: Srikalahasthi Pipes Limited / Tata Steel / Jindal SAW Ltd
43Charges for laying, jointing (Socket / Spicot) and testing of Ductile Iron-K7 Pipes and specials, including loading, unloading stacking at site, transit charges complete, including cutting, lowering, laying and jointing to proper grade (Gasket joint) and alignment, fixing the specials along the pipeline and testing to the required pressure with all tools & tackles, wastages etc., as complete, water required for testing to be arranged by the contractor at their cost and as directd by the Departmental Engineers.
44DI K7 Pipes - 100mm dia, as per IS 8329 / 2000
45Supply and delivery of Double flanged DI Pipes 150mm dia (2.0m length), as per IS 8329/2000. Flanges are welded on either side as Class K9 barrel, PN 16, including transportation and delivery at work site.Make: Srikalahasthi Pipes Limited / Tata Steel / Jindal SAW Ltd
46Double flanged DI Pipes 150mm dia (1.0m length), as per IS 8329/2000, Flanges are welded on either side as Class K9 barrel, PN 16Make: Srikalahasthi Pipes Limited / Tata Steel / Jindal SAW Ltd
47Double flanged DI Pipes 150mm dia (0.6m length), as per IS 8329/2000, Flanges are welded on either side as Class K9 barrel, PN 16Make: Srikalahasthi Pipes Limited / Tata Steel / Jindal SAW Ltd
48Double flanged DI Pipes 100mm dia (0.9m length), as per IS 8329/2000, Flanges are welded on either side as Class K9 barrel, PN 16Make: Srikalahasthi Pipes Limited / Tata Steel / Jindal SAW Ltd
49Double flanged DI Pipes 100mm dia (0.6m length), as per IS 8329/2000, Flanges are welded on either side as Class K9 barrel, PN 16 Make: Srikalahasthi Pipes Limited / Tata Steel / Jindal SAW Ltd
50GI Pipes
51GI Pipes - 200mm dia, confirming to IS: 3589/2001, \\"C\\" Class plain end Pipe (6.30mm wall thickness)Make: Tata / Jintal
52GI Pipes - 100mm (4\\") dia, confirming to IS: 1239/2001, \\"C\\" Class plain end Pipe (5.40mm wall thickness)Make: Tata / Jintal
53GI Pipes - 75mm (3\\") dia, confirming to IS: 1239/2001, \\"C\\" Class plain end Pipe (4.80mm wall thickness)Make: Tata / Jintal.
54GI Pipes - 50mm (2\\") dia, confirming to IS: 1239/2001, \\"C\\" Class plain end Pipe (4.40mm wall thickness)Make: Tata / Jintal
55GI Pipes - 40mm (1-1/2\\") dia, confirming to IS: 1239/2001, \\"C\\" Class plain end Pipe (4.00mm wall thickness)Make: Tata / Jintal
56GI Pipes - 32mm (1-1/4\\") dia, confirming to IS: 1239/2001, \\"C\\" Class plain end Pipe (4.00mm wall thickness)Make: Tata / Jintal
57GI Pipes - 25mm (1\\") dia, confirming to IS: 1239/2001, \\"C\\" Class plain end Pipe (4.00mm wall thickness)Make: Tata / Jintal
58Charges for Laying, Jointing and testing of GI/MS Pipes, the rate includes loading, unloading, stacking at site, transporting charges from Stores to site, the rate includes, cutting, lowering, laying and jointing to proper grade and proper alignment, fixing the Specials along the line and testing to the required pressure with all tools & tackles, wastages etc., as complete and excluding the welding work. Water required for testing to be arranged by the contractor at their cost
59GI Pipes - 200mm dia, confirming to IS: 1239/2001, C Class plain end Pipe
60GI Pipes - 100mm dia, confirming to IS: 1239/2001, C Class plain end Pipe
61GI Pipes - 75mm dia, confirming to IS: 1239/2001, C Class plain end Pipe
62GI Pipes - 50mm dia, confirming to IS: 1239/2001, C Class plain end Pipe
63GI Pipes - 40mm dia, confirming to IS: 1239/2001, C Class plain end Pipe
64GI Pipes - 32mm dia, confirming to IS: 1239/2001, C Class plain end Pipe
65GI Pipes - 25mm dia, confirming to IS: 1239/2001, C Class plain end Pipe
66GI Fittings
67GI \\"C\\" Class plain end bend, Dia 200mm x 90deg, as per IS 3589, 6.00mm wall thickness
68GI \\"C\\" Class plain end bend, Dia 150mm x 90deg, as per IS 1239, 5.40mm wall thickness
69GI \\"C\\" Class plain end bend, Dia 100mm x 90deg, as per IS 1239, 5.40mm wall thickness
70GI \\"C\\" Class plain end bend, Dia 75mm x 90 deg, as per IS 1239, 4.80mm wall thickness,
71GI \\"C\\" Class plain end bend, Dia 50mm x 90 deg, as per IS 1239, 4.40mm wall thickness
72GI \\"C\\" Class plain end reducer, Dia 100 x 75mm, as per IS 1239, 5.40mm wall thickness
73100 x 50mm GI \\"C\\" class plain end Reducer, confirming to 1239, 5.40mm wall thickness
74GI \\"C\\" Class plain end reducer, Dia 75 x 50mm, as per IS 1239, 4.80mm wall thickness
75GI \\"C\\" Class plain end reducer, Dia 50 x 40mm, as per IS 1239, 4.40mm wall thickness
76GI \\"C\\" Class plain end reducer, Dia 50 x 32mm, as per IS 1239, 4.00mm wall thickness
77GI \\"C\\" Class plain end reducer, Dia 50 x 25mm, as per IS 1239, 4.00mm wall thickness
78Charges for welding joints, the rate inclusive of cutting the pipes for the required shape and size and welding the pipes of Butt / Flanged joints. The rate includes charges for cutting, aligning, welding machines, cutting machine, required Power supply, tools & tackles etc., and consumables including welding electrodes etc., complete and as directed by the Departmental Engineer
79For MS / GI welding
80For MS/GI Welding - 14 No. of Joints in 200mm dia
81For MS/GI Welding - 18 No. of Joints in 150mm dia
82For MS/GI Welding - 30 No. of Joints in 100mm dia
83For MS/GI Welding - 96 No. of Joints in 80mm dia
84For MS/GI Welding - 68 No. of Joints in 50mm dia
85For MS/GI Welding - 13 No. of Joints in 40mm dia
86For MS/GI Welding - 66 No. of Joints in 32mm dia
87For MS/GI Welding - 26 No. of Joints in 25mm dia
88Total
89DI Fittings, as per IS 9523 / 2000, Class : K12, Flange rating : PN 16, Inside Lining: Cement Mortor Lining (CML) Ordinary Portland cement (OPC) Outside Coating: Bituminous coating over Zinc coating
90DI Double Socket Branch Flange Tee 200 x 200 x 80mm, as per IS 9523 / 2000, Class-K12, Flange rating PN16. (Air Valve)
91DI Double Socket Branch Flange Tee 150 x 150 x 80mm, as per IS 9523 / 2000, Class-K12, Flange rating PN16, (Air Valve)
92DI Double Socket Branch Flange Tee 150 x 150 x 100mm, as per IS 9523 / 2000, Class-K12, Flange rating PN16, (branch tee)
93DI All Socket Tee 150 x 150 x 100mm, as per IS 9523 / 2000, Class-K12, Flange rating PN16 (branch tee)
94DI Double Socket Branch Flange Tee 100 x 100 x 80mm, as per IS 9523 / 2000, Class-K12, Flange rating PN16
95DI Double socket Reducer 200 x 150mm, as per IS 9523 / 2000, Class-K12, Flange rating PN16
96DI Double socket Reducer 150 x 100mm, as per IS 9523 / 2000, Class-K12, Flange rating PN16
97DI Double socket Bend 200mm x 90degree, as per IS 9523 / 2000, Class-K12, Flange rating PN16
98DI Double socket Bend 150mm x 90degree, as per IS 9523 / 2000, Class-K12, Flange rating PN16
99DI Double flanged bend 150mm x 90degree, as per IS 9523 / 2000, Class-K12, Flange rating PN16
100DI MJ Collar, 200mm dia, (Including follower Gland, Gaskets and Nuts & Bolts for MJ ends)
101DI MJ Collar, 150mm dia, (Including follower Gland, Gaskets and Nuts & Bolts for MJ ends)
102DI MJ Collar, 100mm dia, (Including follower Gland, Gaskets and Nuts & Bolts for MJ ends)
103DI 200mm Flanged end Socket tail piece, as per IS 9523 / 2000, Class-K12, Flange rating PN16
104DI 200mm Flanged end Spigot tail piece, as per IS 9523 / 2000, Class-K12, Flange rating PN16
105DI 150mm Flanged end Socket tail piece, as per IS 9523 / 2000, Class-K12, Flange rating PN16
106DI 150mm Flanged end Spigot tail piece, as per IS 9523 / 2000, Class-K12, Flange rating PN16
107DI 100mm Flanged end Socket tail piece, as per IS 9523 / 2000, Class-K12, Flange rating PN16
108DI 100mm Flanged end Spigot tail piece, as per IS 9523 / 2000, Class-K12, Flange rating PN16
109200mm SBR / EPDM gasket as per IS:5382
110150mm SBR / EPDM gasket as per IS:5383
111100mm SBR / EPDM gasket as per IS:5384
112Charges for welding joints, the rate inclusive of cutting the pipes for the required shape and size and welding the pipes of Butt / Flanged joints. The rate includes charges for cutting, aligning, welding machines, cutting machine, required Power supply, tools & tackles etc., and consumables including welding electrodes etc., complete and as directed by the Departmental Engineer
113For DI welding
114For DI Welding - 04 No. of Joints in 200mm dia
115For DI Welding - 06 No. of Joints in 150mm dia
116For DI Welding - 04 No. of Joints in 100mm dia
117Total
118Valves
11980mm DI Sluice Valve, as per EN 1074-2 / IS 14846, end flanges EN 1092-2 / IS: 9523 / IS:1538, PN 16, Outline length-203mm, 8 No. of holes, holes suitable for M16 bolts, with hand wheelMake: VAG / AVK / KBL
12050mm DI Sluice Valve, as per EN 1074-2 / IS 14846, end flanges EN 1092-2 / IS: 9523 / IS:1538, PN 16, Outline length-203mm, 8 No. of holes, holes suitable for M16 bolts, with hand wheelMake: VAG / AVK / KBL
121GI Flanges
122MS Sorf flanges with GI coating, as per end flanges IS 1538, (ID:220mm, OD: 340mm, PCD: 295mm), 15mm thick, 8 holes, suitable for M20 Bolts - 200mm dia
123MS Sorf Flange with GI coating as per end flanges IS1538, 15mm thick, 8 holes, suitable for M16 bolts (ID-175mm x OD-275mm x PCD-240mm) - 150mm dia
124MS Sorf Flange with GI coating as per end flanges IS1538, 10mm thick, 8 holes suitable for M16 bolts (ID-120mm x OD-215mm x PCD-175mm) - 100mm dia
125MS Sorf Flange with GI coating, as per end flanges IS1538, 10mm thick, 4 holes, suitable for M16 bolts (ID-90mm x OD-202mm x PCD-145mm) - 75mm dia
126MS Sorf Flange with GI coating, as per end flanges IS1538, 10.00mm thick, 4 holes, suitable for M16 bolts (ID-60mm x OD-165mm x PCD-132mm) - 50mm dia
127MS Sorf Flange with GI coating, as per end flanges IS1538, 8.00mm thick, 4 holes, suitable for M16 bolts (ID-50mm x OD-150mm x PCD-110mm) - 40mm dia
128MS Sorf Flange with GI coating, as per end flanges IS1538, 8.00mm thick, 4 holes, suitable for M12 Bolts (ID-40mm x OD-140mm x PCD-99mm) - 32mm dia
129MS Sorf Flange with GI Coating, as per end flanges IS1538, 8.00mm thick, 4 holes, suitable for M12 Bolts (ID-32mm x OD-107mm x PCD-75mm) - 25mm dia
130MS Coupler 40mm dia welded with MS Flange with GI coating, as per IS1538, 10.00mm thick, 4 holes, suitable for M12 Bolts (OD-150mm x PCD110mm)
131MS Coupler 32mm dia welded with MS Flange with GI coating, as per IS1538, 8.00mm thick, 4 holes, suitable for M12 Bolts (OD-140mm x PCD-99mm)
132MS Coupler 25mm dia welded with MS Flange with GI coating, as per IS1538, 8.00mm thick, 4 holes, suitable for M12 Bolts (OD-115mm x PCD-85mm)
133Gaskets & Fasteners
134CAF Gasket Non-Metallic, Style 20, (1.55mtr x 1.65mtr long), 3mm thick Make: Champion / Spitmaan
135M20 x 120mm, GI Studbolt with 2nuts & 2washers, as per IS 1367, 4.6 graded, fully threaded
136M16 x 120mm, GI Studbolt with 2nuts & 2washers, as per IS 1367, 4.6 graded, fully threaded
137M16 x 90mm, GI Studbolt with 2nuts & 2washers, as per IS 1367, 4.6 graded, fully threaded
138M12 x 90mm, GI Studbolt with 2nut & 2wahsers, as per IS 1367
139M16 x 90mm, GI Studbolt with 2nut & 2wahsers, as per IS 1367 (for both end seal hole, fully threaded)
140M12 x 90mm, GI Studbolt with 2nut & 2wahsers, as per IS 1367 (for both end seal hole, fully threaded)
141Teflon Tape, Width 1\\",
142Charges for fixing of CI/DI Sluice valves 2nos. (from 50mm to 100mm), Water meter One no. (from 20mm to 100mm) with necessary meter connection fittings and tools & tackles etc., as complete
14380mm meter connection
14450mm meter connection
14540mm meter connection
14632mm meter connection
14725mm meter connection
148Dewatering charges of Pipeline at the designated point of Gangapuram surge tank, deploying required capacity and no. of dewatering pumps, DG Sets or alternate source of power. The rates shall include for making proper arrangements to drain the water and lead it to nearby water sources without affecting the Public / Traffic for the entire duration of the work. The rate shall also include making arrangements for regulating traffic and deploying necessary manpower and tools & tackles etc., complete
149Dewatering 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.
150Hire charges for Diesel Pump set for 3 HP (2 Nos.)
151Hire charges for Diesel Pump set for 5 HP (2 Nos)
152Hire charges for Diesel Pump set for 15 HP (1 Nos.)
153Hire charges for Diesel Pump set for 40 HP (1 Nos.)
154Charges for interconnecting in the existing MS Mainline (1400mm dia) with the proposed GI branch line (200mm dia), the rate including necessary cutting, welding and consumables, supply of spool piece (upto 0.50m length) with flange, including Welding electrodes. The rate includes dewatering (upto 0.50ML), welding machine, cutting machine, required power supply, tools & tackles etc., complete.
155MS/GI Pipe to MS/GI Pipe (Size-200mm)
156Valves
157200mm DI Sluice Valve, as per IS: 14846/2000, EN 1074-2, end flanges drilled as per IS:1538 / EN 1092-2, Pressure rating PN 1.6, Outline length-292mm, with hand wheelMake: VAG / AVK / KBL
158150mm DI Sluice Valve, as per IS: 14846/2000, EN 1074-2, end flanges drilled as per IS:1538 / EN 1092-2, Pressure rating PN 1.6, Outline length-267mm, with hand wheel,Make: VAG / AVK / KBL
159100mm DI Sluice Valve, as per IS: 14846/2000, EN 1074-2, end flanges drilled as per IS: 1538 / EN 1092-2, Pressure rating PN 1.6, Outline length-229mm, with hand wheel. Make: VAG / AVK / KBL
16050mm DI Air valve + Sluice valve, as per IS:14845/14846, EN 1074-1 / EN 12266-1, PN rating 1.6, drilling holes as per end flanges IS 1538 / EN 1092-2 Hand wheel for sluice valve Make: VAG / AVK / KBL
161Charges for fixing the Valves with HDPE/DI/MS/GI Pipe lines, the rate inclusive of cutting the pipe, jointing with the required specials (Mechanical joint / Dismantling joint / Tail pieces) and fixing in position, the rate inclusive of cutting, aligning, consumables, welding machines, required power supply, tools and tackles etc., complete as directed by the Engineers
162200mm dia
163150mm dia
164100mm dia
165100mm dia (SCV set-up)
16650mm dia (AV set-up))
167Construction of masonry water meter chamber, in 230mm brick wall in CM 1:4 (1Cement: 4fine aggregate) for Water meter. Lean mix Foundation concrete 1:4:8 (1cement: 4fine aggregate: 8graded stone agregate 40mm nominal size) 100mm thick flooring shall be laid at the bottom of chamber and the same shall be plastered neatly. Required concrete pedestal shall be provided for water meter, valves etc., within the chamber and inside plastering with CM 1:3 (1cement: 3fine aggregate) 20mm thick. The cover shall be fixed to the masonry consisting of 16G thick MS sheet door with locking arrangements and painting it with anti-corrosive paint-2 coats, the meter should be covered by the GI Box and the meter flange with Spool piece flange shuold be in sealed, the masonry chamber shall be white washed inside and outside in two coats, The following are the inner size of chambers and as directed by the Departmental Enginners.
168Size: 2.20m x 1.00m x 1.00m, Including Inner ValveGI Box Size: 0.50m x 0.30m x 0.30m
169Construction of Valve chamber in 150mm thick RCC 1:1.5:3 (1cement, 1.5 fine aggregate and 3 coarse aggregate) mix with using 20mm HBG metal, the rate including transporting the materials to site, centering & shuttering to the required size, cost of minimum reinforcement (Approximately 100-110 kg/cum), required dewatering, laying to required size and shape, curing, labours and tools & tackles etc., covering the chamber with precast slab of 200mm thick in RCC 1:1.5:3 (1cement, 1.5 fine aggregate and 3 coarse aggregate and reinforcement of 100-110 kg/cum) mix (as per IS 456 -2000) and provide the 50mm \\"L\\" angle with 6mm thick at both ends, The gaps between the slabs shall be filled neatly with cement mortar to avoid ingress of rain water inside the chamber and white wash in two coats. as per the standard specification and as directed by the Department Engineers. The following are the Inner size of the chamber
170For Sluice valve -200mm dia in 200mm pipeline
1711.20m x 1.20m x 1.50m
172Construction of Valve chamber in 230mm thick brick work masonry in CM 1:4 (1cement & 4 fine aggregate), flooring with PCC 1:4:8 (1cement, 4 fine aggregate and 8 coarse aggregate) 100mm thick and plastering sides and flooring with 20mm thick in CM 1:3 (1cement and 3 fine aggregate), covering the chamber with precast slab of 200mm thick in RCC 1:1.5:3 (1cement, 1.5 fine aggregate and 3 coarse aggregate) mix (as per IS 456 -2000) including the cost of reinforcement (Approximately 100-110 kg/Cum) of 12mm dia rod 150mm C/C both ways, and provided \\"L\\" angle for both top edges of the slab including required centering, shuttering, dewatering, laying of concrete and curing excluding earth work. Rungs / steps to be provided inside the chamber. The gaps between the slabs shall be filled neatly with cement mortar to avoid ingress of rain water inside the chamber and painting it two coats at inside the chamber The following are the inner size of chambers
173For Sluice valve -150mm dia in 150mm pipeline
1741.20m x 1.20m x 1.45m
175For Air valve - 50mm dia in 200 & 150mm pipeline
1761.10m x 1.10m x 1.30m
177For Sluice valve -100mm dia in 100mm pipeline
1781.10m x 1.10m x 1.40m
179For Scour Valve -100mm dia in 150mm pipeline
1801.10m x 1.10m x 1.40m
181Supplying and laying of RCC 1:1.5:3 (1cement, 1.5 fine aggregate and 3 coarse aggregate) mix using 20 mm HBG metal, the rate including transporting the materials to the site, centring & shuttering to the required size, cost of minimum reinforcement (Approximately 100-110 kg/cum) required dewatering, laying to required size and shape, curing, labours and tools & tackles etc., as per standard specification and directed by Departmental Engineers
182For Pipe bends, Pipe support, Thrust block etc.,
183Supplying and laying of PCC 1:2:4 (1cement, 2 sand and 4 aggregate) mix using 20mm HBG metal, the rate including transporting the materials to the site, centring & shuttering to the required size, (As per IS 456-2000), required dewatering, laying to required size and shape, curing, labours and tools & tackles etc., and as directed by Departmental Engineers.
184For Pipe bends, Pipe encasing, road restoration etc.,
185Brick work in CM 1:4 (1cement and 4 fine aggregate) using 2nd class ground moulded chamber burnt bricks, complying with standard specifications - for foundation and basement etc complete as directed by Departmental Engineers.
186For Pipe supports, culvert/drain crossing, wall construction etc., Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56227431
AUTHORITY Private Organizations
TENDER VALUE 1.35 Crore
LAST DATE 29-07-2026
Authority
Authority Name Private Company
Work Description Tender for Supply, Laying, Testing And Commissioning Of Pipe Line For Providing 1.5 Mld Water Supply To Industrial Customers At Gangapuram, Near Perundurai, Erode Dist.
Basic Detail
Tender No T-WS/004/2026
Bidding Type Tender
Location
City Tiruppur
State Tamil Nadu
Key Dates
Publish Date 30 Jun 2026
Submission Date 29 Jul 2026
Open Date 29 Jul 2026
Finance
Tender Value 1.35 Crore
Tender Fee Ref. Documents
EMD 1.01 Lakhs
Exemption Available
Document List
6617ada8-61eb-4d0d-a708-3902b7f43417.html
BOQ_821395.xls
Drawing.pdf
Technicalbid.pdf
Tendernotice_1.pdf

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Tender Timeline

Jun 30, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 27 days
Jul 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 27 days

Tender Documents

Download All (ZIP) ↓
html

6617ada8-61eb-4d0d-a708-3902b7f43417.html

xls

BOQ_821395.xls

pdf

Drawing.pdf

pdf

Technicalbid.pdf

pdf

Tendernotice_1.pdf

TenderDetail
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