Tender For Shifting Of Existing Clear Water Main Of Size 700Mm Ac To 711 Mm Ms Pipe For A Length Of 458M From Vilankurichi Bsr Under Cwss To Clpra With Pillur Reservoir As A Source Due To Construction Of Road Over Bridge At Km 0/6 Of Thaneerpandal Ro
Tender Value
92 Lakhs
Estimated cost
Bid Submission
24 Sep 2026
9 days left
EMD
50000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Coimbatore → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Shifting Of Existing Clear Water Main Of Size 700Mm Ac To 711 Mm Ms Pipe For A Length Of 458M From Vilankurichi Bsr Under Cwss To Clpra With Pillur Reservoir As A Source Due To Construction Of Road Over Bridge At Km 0/6 Of Thaneerpandal Road Ls 1080M To Ls 1538M As Deposit Work For The Year 2025-26 (Construction Period - 3 Months, Trial Run - 1 Month & Free Maintenance - 1 Month).
BOQ
| Sl. No. | Item Description |
| 1 | TAMIL NADU WATER SUPPLY AND DRAINAGE BOARD. COIMBATORE - NILGIRIS CIRCLE, COIMBATORE Name of Scheme: Shifting of existing Clear Water main of size 700mm AC to 711 mm MS Pipe for a length of 458M from Vilankurichi BSR under CWSS to CLPRA with Pillur Reservoir as a source due to Construction of Road over Bridge at Km 0/6 of Thaneerpandal Road LS 1080m to LS 1538M as deposit work for the year 2025-26 (Construction Period – 3 Months, Trial Run – 1 Month & Free Maintenance – 1 Month). PRICE BID - COVER II e- submission SCHEDULE - \\"A\\" General 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 percentage quoted for all the item of works 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 pages in the BOQ should be digitally signed without omission are also upload the designated website https://tntenders.gov.in Changes in the Probable of Probable of Quantity 5) The departmental value given in the Price Schedule in the BoQ in excel format is inclusive of GST. The GST amount is also shown separately in the Price Schedule. The bidder should quote the percentage in Price Schedule form for the total departmental value inclusive of GST. 6) If the final quantity of the work done differs from the quantity in the Bill of Quantities for the particular item/items, the rates as in the agreement for the relevant items shall be paid. Goods and Service Tax & TDS on GST 7) The bidder should quote the percentage in Price Schedule form for the total departmental value inclusive of GST @ 18% (or) as per G.O. amended from time to time. The GST amount should be arrived for the Total basic cost of all the items. 8) From every payment made to the firm/Contractor, deduction at source towards GST shall be made for civil work contract subject to issue of amendments from time to time. Name of Work: Shifting of existing Clear Water main of size 700mm AC to 711 mm MS Pipe for a length of 458M from Vilankurichi BSR under CWSS to CLPRA with Pillur Reservoir as a source due to Construction of Road over Bridge at Km 0/6 of Thaneerpandal Road LS 1080m to LS 1538M as deposit work for the year 2025-26 (Construction Period – 3 Months, Trial Run – 1 Month & Free Maintenance – 1 Month). Sl. No. Description of work Probable quantity TNBP & Other Specification Unit Rate in Amount in figures Rate Words 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 Vide separate sheets attached. |
| 2 | Shifting of existing Clear Water main of size 700mm AC to 711 mm MS Pipe for a length of 458M from Vilankurichi BSR under CWSS to CLPRA with Pillur Reservoir as a source due to Construction of Road over Bridge at Km 0/6 of Thaneerpandal Road LS 1080m to LS 1538M as deposit work for the year 2025-26 (Construction Period – 3 Months, Trial Run – 1 Month & Free Maintenance – 1 Month). |
| 3 | CIVIL WORK |
| 4 | Earthwork excavation and depositing on bank with initial lead of 10m in narrow trenches to the required depth for laying of pipes for water supply works including all other incidental works in the following type of soils, etc., complete and as directed by the TWAD Board Officers. |
| 5 | Hard stiff clay, stiff black cotton, hard red earth, shales, murams gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil etc., complete. |
| 6 | 711 x 7.1 mm thick MS pipe |
| 7 | Labour for cutting open road for laying water mains or sewer. B.T. Roads (or) Maccadam road |
| 8 | Lowering of M.S pipes and specials into the trenches and laying to proper grade and alignment and as directed by the TWAD Officers. |
| 9 | 711 x 7.1 mm thick MS pipe |
| 10 | 168.3 x 7.1 mm thick MS pipe |
| 11 | Jointing the following sizes of MS pipes and specials by butt welding making small angular deviations including cost of all equipments such as power generator, arc welding machine, welding electrode, diesel neccssary gas cutting set, transportaion for equipment and all other consumables and labour charges for skilled welders and helper and confirming to IS specification at site of work etc. complete for maintenance work and as directed by Twad board officers. |
| 12 | 711 x 7.1 mm thick MS pipe |
| 13 | 168.3 mm dia x 7.1 mm thick MS Pipe |
| 14 | Refilling the trenches with excavated earth (other than sand) in respect of following sizes of pipes in layers of 15cm thick, well rammed, watering, consolidated and complying with standared specifications for filling the trenches after the pipes and specials are laid, jointed and tested removing and spreading the surplus earth at the place shown etc., complete and as directed by the TWAD Board officers. |
| 15 | 711 x 7.1 mm thick MS pipe |
| 16 | Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing (including cost of jointing materials), etc., complete and as directed by the TWAD Board Officers. |
| 17 | 700mm Dia |
| 18 | Conveyance of pipe of various type/ size of the following pipes including unloading from lorries at stock yard and stocking properly and loading into lorries at stock yard transportation charges upto 8 KM radius from stock yard and unloading from lorries at site and along the alignment carefully and as directed by the TWAD Board Officers. |
| 19 | 711 x 7.1 mm thick MS pipe |
| 20 | 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 and as directed by the TWAD Board Officers.Hire charges for Diesel Pump set for 5 HP |
| 21 | Construction of Thrust block |
| 22 | Earthwork excavation and depositing on bank within initial lead of 10m and to the required depth in all soil and all other incidental works, as directed by the departmental Officers in the following classification of soil. |
| 23 | Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil. |
| 24 | Ist depth of 0 to 2.00 m |
| 25 | 2nd depth of 2.0 m to 3.0 m |
| 26 | 3rd depth of 3.0 m to 4.0 m |
| 27 | Supply and Filling the foundation using M-sand in layers of 15cm thick including watering, ramming and consolidating and stacking for premeasurement complying with relevant standard specifications and as directed by the TWAD Board Officers. |
| 28 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for levelling course of foundation including mixing, placing, ramming, finishing curing etc. complete in accordance with specification and as directed by the TWAD Board Officers.Below G.L 1.50m and upto 4.50m |
| 29 | RCC M30 design mix concrete (Approximately for one cum of concrete 400 kg of cement, 0.47 cum of sand with bulkage and wastage , 0.57 cum of HBG stone of 20 mm size ,0.28 cum of HBG stone of 10 mm size are to be used) for the following members (excluding the cost of RTS grills for reinforcement, centering and shuttering, strutting), but including cost of mixing, laying of concrete, vibrating with mechanical vibrators, ramming consolidating, finishing, curing, water charges etc., complete complying with relevent standard specification and as directed by TWAD Board Officers. |
| 30 | Upto 1.50m below GL |
| 31 | Centering for soffits of RCC members or Plane Surface including shuttering, strutting to the centering and providing supports etc., complete for the following members using MS sheets of size 90x60cm and 'BG' 10 gauge stiffened with welded M.S. angles of size 25x25x3mm laid over silver oak (country wood) joists of size 10 x 6.5 cm spaced at about 90cm C/C and casurina props of 10 to 13 cm dia (spaced at 75cm C/C) for various heights and as directed by the TWAD Board Officers. The centering should be removed after the specified striping time of the concrete as per IS-456/1978. Plane surface -0 to 3.30 m height |
| 32 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.The steel should conform to the relevant IS specification and supplied with test certificate (Fe.415 grade as per IS specification No.1786/ 1985 and as amended from time to time) for delivery at site of work including loading, freight, unloading, stocking, transit insurance charges, etc., complete and as directed by the TWAD Board Officers. RTS Rods |
| 33 | Refilling the trenches with excavated earth (other than sand) in layers of 15cm thick, watered well rammed and consolidated etc. complete complying with standard specification removing and spreading the surplus earth at the place shown and as directed by the TWAD Board Officers |
| 34 | MATERIALS |
| 35 | Supply and delivery of MS spirally welded as per IS 3589/2001 with CML Internal 6mm to 12mm thick per meter and CMC external 20mm thick per meter with FE410 IS specifications. The cost of pipes includes loading, freight, transit insurance, incidental charges, packing and transportation charges anywhere in Tamilnadu in good condition, etc., complete and as directed by the TWAD board officers. |
| 36 | 711 mm dia x 7.1 mm thick MS Pipe |
| 37 | 168.3 mm dia x 4.5 mm thick MS Pipe |
| 38 | Supply and Delivery of MS specials without inside lining and outside coating but with anti rust painting as per IS 14589 -1999, etc., complete and as directed by the TWAD Board Officers. |
| 39 | 711 mm dia x 7.1 mm thick MS D/S Bend |
| 40 | 168.3 mm dia x 4.5 mm thick MS Flange for Air Valve |
| 41 | Manufacture, Supply and Delivery of Tamper proof DI single chamber double orifice triple function (ventilating, admitting & 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. |
| 42 | 150mm Single Chamber Air Release Valve |
| 43 | Supply and delivery of DI D/F Gate sluice valves (soft seated) resilient seated soft sealing Gate Valves(Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 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 Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163- 89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years |
| 44 | 150mm Single Chamber Air Release Valve |
| 45 | Maintenance of the Project for a period of 1 month at free of cost |
| 46 | Sub Total |
| 47 | Add GST 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender