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Tender Value
₹19.7 L
EMD Value
₹39,304
Closing Date
17 Aug 2026, 4:00 pm
Executive Engineer, Malda Ars Area W/S Divn, PHED.
The Executive Engineer, Malda Ars Area W/S Divn, PHED. DOULATPUR PHE COMPLEX, MALIHA MALDA-732102
Providing FHTC, Laying of UPVC parallel pipe supply of all specials and valves , others Allied works and three months trial run in connection with JJM under Bakhrabad PWSS of Kaliachak-III Block under Malda Arsenic Area W/S Division PHE Dte.
2026_PHED_1034541_11
WBPHED/EE/MAAD/NIeT _06 of 2026-2027.
Open Tender
CIVIL WORKS
Percentage
DOULATPUR PHE COMPLEX, MALIHA MALDA-732102
Please refer Tender documents.
4 documents required · 4 mandatory
₹39,304
Yes
27 Jul 2026
27 Jul 2026
19 Aug 2026
28 Jul 2026
17 Aug 2026
28 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling all type of plain cement concrete works, stacking serviceable materials at site and removing rubish as directed with in a lead of 75 mtr. In ground floor including roof. (a) upto 150 mm thick. | 9.58 | cum | 939 | ₹8,995.62 |
| 2 | Emergency horaizontal road crossing by Augor-boring including boring charge, pipe laying and jointing, making baricates, lighting arrengement etc. All complete as per direction of E.I.C (For 80 mm dia to 200 mm dia pipes.) | 3 | No | 4,970.19 | ₹14,910.57 |
| 3Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985-2000 with latest revision and amendments, if any, with necessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S.specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arockincluding cutting of brick payment without damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe and specials including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVC fitting i.e. tees,bend, reducers, adopter etc.as per IS:101-1988 and making flange joints including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining an average depth of cushion of 1.10mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing direction and satisfaction of the E.I.C. | |||||
| 3.01 | N.B. i) Manufacturer’s test certificate for UPVC pipe & specials to be produced before laying of pipe line
ii) 3rd party inspection of UPVC pipe & specials to be done by CEPET or (India) SGS/NTH Kolkata or as per direction of EIC as per approved vender list.
iii)No part payment at any stage on account of supply of materials shall be entertained.
iv)Payment will be made on actual consumption of materials.
v)UPVC pipes for the works to be supplied as per approved vendor list and as per direction & satisfaction of EIC. No pipes will be allowed beyond recommendated vendor list.
vi)Submission of drawing of pipe line with statement of materials consumed between node to node points against each R.A. & final bill.if so.
vii) Any deviation from required clear cover of 1.10mtr.due to site adverse condition, prior permission is to be obtained from EIC and payment for such work will be made on prorate basis over the rate of entire item.
viii)All pipe connection shall be completed in all respect and as per directionof EIC. Decision of EIC in this respect is final & binding. In case of any deviation/or any left out pipe connections an amount of Rs.10,000.00 for each pipe connection will be realized/recovered from the bill.
(A) Pressure Rating : Class - III | - | - | - | - |
| 3.02 | (i) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves | - | - | - | - |
| 3.03 | a) 90mm(OD) | 798 | Mtr | 342 | ₹2,72,916 |
| 4Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @Rs.10.00/m3, if contractor used water from deptt. source | |||||
| 4.01 | B) For UPVC Pipe | - | - | - | - |
| 4.02 | a) 90mm(OD) | 798 | mtr | 3.6 | ₹2,872.8 |
| 5Providing FHTC from the existing CI/DI/uPVC/HDPE/GI/AC distribution pipeline by installing 10 mm NB Gun-metal Ferrule conforming to IS 2692:1989 with latest amendments on the said pipeline with supply, fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipeline, specials, nut & bolts, rubber sheet, washers etc and supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16)/20mm OD PRC-C (Class-SDR7.4/PN16) pipes upto required length with all necessary specials 1.0 metre below the ground connecting the ferrule including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge and upto a point just inside the premises of the household or as directed by EIC. Supply and installation of a 15mm dia. alloy iron Bib Cock (tested to 21 Kg/cm2) above 1.0 Mtr. from ground, an alloy Stop Cock of 15 mm dia. with brass spindle (tested to 21 Kg/cm2) to be fitted in a position as directed by E.I.C. G.I pipe of TATA make (medium duly) of 2 metre length with all necessary specials to continue from the end of the PVC/ HDPE/PPR-C pipe and upto 1.0 m above ground within the premises of household | |||||
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