Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date21 Nov 2024
Closing Date10 Dec 2024
Tender Amount₹ 18,38,617
Costs
EMD
₹ 36,772Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbphed/ee/maad/niet _07 Of 2024-2025. Sl. No. 01
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
2024_PHED_771978_1Tender No
WBPHED/EE/MAAD/NIeT _07 of 2024-2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
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BOQ Items
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
-
-
-
(i) Pakur Variety
98.32
5280
519157.38
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 minimum clear cover from top of pipes is 1.10 mtr. below existing ground level in any kind of soil including mixed width boulder road sub-grade and its flank but excluding moorom and laterite & stone etc. without damaging the existing telephone/electric cable etc.(in case of damage if any type of cable line during execution , necessary damage charges as applicable by the respective authority will be boume by the agency in his own cost) preparing the bottom surface for continious bedding of pipe line & laying pipes, fitting ,fixing specials and valves with beling out water if any including damage of pipes, specials & valves from local department store within & km & back filling the trenches with excavated earth in layers to original condition as per specification & direction of EIC. The surplus materials after execution of work are to be returned to thw department store.
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-
-
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) 200 mm dia
225.5
136
30668
b) 250 mm dia
528
164
86592
Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)
-
-
-
a) 200 mm dia
51
51
2601
b) 250 mm dia
106
64
6784
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.
-
-
-
b) 150mm.dia.to 200 mm.dia pipe
5
141
705
c) 250mm.dia.to 350 mm.dia pipe
12
263
3156
Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC.
-
-
-
c) 200 mm dia.
10
113
1130
d) 250 mm dia.
28
120
3360
Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC
-
-
-
a) Any distance upto 5 Km
6
956
5736
b) Above 5 Km upto 10 Km
6
1360
8160
c) Above 10 Km upto 20 Km
6
2057
12342
d) Above 20 Km upto 30 Km
6
2658
15948
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 (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.
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-
-
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
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-
-
(A) Pressure Rating: Class - III
-
-
-
(ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.
-
-
-
b) 90 mm dia (OD)
131
342
44802
d) 110 mm dia (OD)
798
471
375858
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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-
-
A) For CI/DI pipe
-
-
-
c) 200 mm dia
225.5
5
1265.06
d) 250 mm dia
528
6
3516.48
B) For UPVC/HDPE Pipe
-
-
-
a) 90 mm (OD)
131
3
471.6
b) 110 mm (OD)
798
3
3016.44
Construction of different dia Sluice valve /Air valve /Washout chamber in 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 all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]
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-
-
ii) 250-350 mm dia pipe
1
18881
18881
Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate).
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-
-
i) 250 mm dia
2
329
658
Horizontal road crossing by Augor-boring including boring charge, pipe laying and jointing, making baricates, lighting arrangement etc. all complete as per direction of E.I.C
-
-
-
For 80mm dia to 200 mm dia pipes
5
4970
24850.95
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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-
-
i) 250 mm dia.
1
24420
24420
Supply and delivery of different dia DI Specials including loading unloading and carriage inclusive of taxesand all charges whatsover.
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-
-
ALL SOCKET TEE 300 X 250
1
9782
9782.2
ALL SOCKET TEE 250 X 100
2
5065
10130.5
ALL SOCKET TEE 250 X 80
5
5492
27461.85
Double Socket Bend 250 X 11.25
2
3940
7880
Double Socket Bend 250 X 22.5
2
4302
8604
Double Socket Bend 250 X 45
2
5309
10618
Double Socket Bend 250 X 90
6
6947
41682
Double Socket Reducer 250x200
1
3525
3525.42
Flange Socket 250
1
4187
4187.29
Mechanical Collar 250
12
6620
79444.08
ALL SOCKET TEE 200 X 100
3
3938
11816.94
ALL SOCKET TEE 200 X 80
2
4279
8559.32
Double Socket Bend 200 X 11.25
1
3008
3008
Double Socket Bend 200 X 22.5
1
3160
3160
Double Socket Reducer 200x150
1
2631
2631.36
Flange Socket 200
1
3310
3310.17
Mechanical Collar 200
4
5130
20522.04
Add GST @ 18%
1542722.68
-
277690.08
Add Labour Welfare Cess @ 1%
1820412.76
-
18204.13
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