Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date13 Jan 2025
Closing Soon30 Jan 2025
Tender Amount₹ 5,25,637
Costs
EMD
₹ 10,513Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbphed/ae/bssd/niet_8/24-25_11
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PHED_794259_11Tender No
WBPHED/AE/BSSD/NIeT_08/24-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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Documents
BOQ Items
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Supply of G.I. Plug a) 15mm dia
10
10
100
... More
Supply of G.I. Plug b) 20mm dia
60
22
1320
... More
Supply of G.I. Short piece of TATA make (Above 50mm and upto 150mm) a) 15mm dia
50
46
2300
... More
b) 20mm dia
10
60
600
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Supply of G.I. reducing socket with I.S.I mark a) 20mm dia
8
24
192
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Labour charges for repairing of UPVC pipe by using UPVC socket and solvent cement including earth work in excavation with dewatering and necessary tracing out the actual position of bursting/leakage, cutting the pipe of required length in the the trenches and replacing the same with new pipe including fitting fixing after roughing the UPVC surface & supplying and applying solvent cement, back filling the trenches with excavated earth upto the same as per direction of EIC all complete (UPVC pipes and specials, solvent cement to be supplied by the Agency) unserviceable broken with drawn surplus materials are to be depsoted to the Deptt. store.
a) 63mm dia
34
575
19550
... More
b) 75mm dia
26
603
15678
... More
c) 90mm dia
16
653
10448
... More
d) 110mm dia
6
736
4416
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Repairing of flange joint after dismentiling the joints removing the unserviceable rubber insertion and supply new rubber insertion and supply up to 50 % of new nuts and bolts all complete including necessary earth work dewatering etc. all complete as per direction of EIC a) 125 mm dia to 200 mm dia
2
545
1090
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Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). 25 mm dia
7
778
5446
... More
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with
water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) Do - by fine sand
15
572
8588.25
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
5
266
1330
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Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking
out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement 25 mm. thick
5
246
1230
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Brick work with 1st class bricks in cement mortar (1:6) In foundation and plinth
2.5
4243
10607.5
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Supplying, 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 arock including 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(asperIS: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 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.
N.B. i) Manufacturer’s test certificate for UPVC pipe & specials to be produced before laying of pipe line. ii)3rdpartyinspectionofUPVCpipe&specialstobe doneby CEPETor (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 directionofEIC.DecisionofEICinthisrespectisfinal &binding.Incase 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 (ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves. a) 50 mm dia.
80
137
10960
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b) 63 mm dia.
170
190
32300
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Filling 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). B) For UPVC/HDPE Pipe a) 50 mm dia.
80
3
252
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b) 63 mm dia.
170
3
535.5
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Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor)
(The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).
B) For UPVC/HDPE Pipe a) 50 mm dia.
80
-
55.2
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b) 63 mm dia.
170
-
117.3
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Withdrawing and relaying of DI/CI pipes / AC pipe after excavation of earth and with the help of chain pully derrick etc. by dismantling & jointing by rubber gasket joint or lead joint or flange joint and stacking the withdrawn pipes and specials at site store /road flank, godown etc. all complete in the excavated same trench & as per direction of EIC.
b) 250 mm dia to 350 mm dia
690
191
131790
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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m In ground floor including roof.
a) Upto 150 mm. thick
25
939
23475
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Ordinary Cement concrete (Mix 1:2:4) with graded stone chips (20 mm. nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. a) Pakur variety.
25
4544
113613.5
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Submission of complete detailed drawing of distribution system, rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified by SAE & AE in-charge of the scheme.
The above drawing will be submitted in 5 copies.
250
-
95
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete.
(Payment to be made on the basis of measurement of finished quantity of work)
(a) With carried earth arranged by the contractor within a radious of 1 km including cost of carried earth
26
312
8130.46
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Add GST @18% on sum of Item No. 1 to 29
1
79388
79388.05
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Add Cess @1% on sum of Item No. 1 to 30
1
5204
5204.33
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