Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date23 Mar 2023
Closing Date11 Apr 2023
Tender Amount₹ 10,51,325
Costs
EMD
₹ 21,027Document Cost
Refer DocumentsTender Fee
Refer Documents
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
2023_PHED_497519_6Bid Award Id
ViewTender No
WBPHED/EE/NIeT-120/AD/2022-23Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Supply and delivery of different dia. D I specials including loading unloading and carriage inclusive of taxes and all charges whatsoever
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FLANGE SPIGOT 150
6
20940
3490
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FLANGE SOCKET 150
14
47278
3377
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MECHANICAL COLLAR 150
10
43640
4364
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ALL FLANGED TEE 150 x 150
2
12142
6071
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DOUBLE SOCKET BEND 150 x 45
2
4818
2409
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DOUBLE SOCKET BEND 150 x 90
1
3055
3055
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DOUBLE SOCKET REDUCER 150 X 100
1
2301
2301
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DOUBLE SOCKET REDUCER 150 X 80
1
2201
2201
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Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.
N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item ii) No payment will be made without hydraulic test of the pipe line either part or full iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.
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a) 150 mm dia
2030
227360
112
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Making rubber gasket joint to CI/DI pipes maintaining proper alignmentlevel etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools andtackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)
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a) 150 mm dia
369
14022
38
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Making flange joint to DI/CI pipes, specials and valves wherenecessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as perspecification and direction of EIC (Nut and bolts shall be of TATA/GKW rate).
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-
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a) 150 mm dia
12
2640
220
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Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.
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-
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a) 150mm.dia.to 200mm.dia pipe
44
6204
141
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Chamfering the spigot end of all type/class of DI pipe fo rprope rusing of push joint by means of grinder set at site for roper joint etc. all complete as per direction of EIC.
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a) 150 mm dia
44
4752
108
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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).
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For CI/DI Pipe
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a) 150 mm dia
2030
8526
4.2
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Cleaning thoroughly the innersurface ofpipe lineincluding specialsand valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorinenotless than15mg/ltrs.after24hrs.ofsuch 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).
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For CI/DI Pipe
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a) 150 mm dia
2030
3126
1.54
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Making holes in two sides of wall of culvert/drain or any other structures in any places for laying any dia pipe line within structures intwo sides of wall of culvert /drain /any structure at anyplaces and mending good damages all complete as per direction of EIC.
12
6888
574
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Construction of different dia Sluicevalve/Airvalve/Wash out chamberin different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve allcompleteincludingcostoflabour&materialsasper Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]
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i) 80 mm to 150 mm dia pipe
6
75894
12649
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Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list
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a) 150 mm dia
6
55044
9174
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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.
2030
771
0.38
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Labour for boring (Horizontally) through any kind of soil / type of soil for Crossing of road of laying distribution system including hire charges and labour for supplying of suitable diameter crossing upto full width of road with necessary tools, tackles including necessary arrangement for boring anf pusing require including fitting fixing jointing pumping out accumulated water lighting arrangement etc. complete as per direction of EIC.
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a) 150 mm dia.
55
29480
536
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b) 200 mm dia.
33
23595
715
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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
9
52195
5799.54
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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 75 m.
In ground floor including roof
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-
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(a) upto 150 mm. thick
9
8451
939
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Add 22.5% riverine on item no. 2,3 Rs.
1
50515
50515.88
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Add 22.5% riverine on item no. 4,6,12,13,16 Rs. 413133.86
1
92955
92955.12
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Add 18% GST except item no. 2,3 & 15 i.e; on Rs. 649215.45
1
116858
116858.78
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Add Cess @ 1% except item no. 2,3 & 16 i.e; on Rs. 649215.45 + 116858.78 = 766074.24
1
7660
7660.74
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