Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date6 Feb 2025
Closing Soon10 Mar 2025
Tender Amount₹ 18,93,569
Costs
EMD
₹ 37,880Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Supply And Installation Of Di Specials With Allied Works Under Asuti-i/ii, Chatta Gp Pwss To Accommodate Fhtc In Thakurpukur Maheshtala Block Under South 24 Pgns W/s Division-i, Phe Dte, South 24 Pgns Dist. (sm/15660)
Description
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Contact
Tender Id
2025_PHED_811492_12Tender No
44/2024-2025/EE/SWD-I/WBPHEDTender 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
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ALL SOCKET TEE 500 X 200 MI/01211
1
23261
23261
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ALL SOCKET TEE 300 X 200 MI/01181
1
10112
10112
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ALL SOCKET TEE 400 X 200 MI/01194
1
16210
16210
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DOUBLE SOCKET REDUCER 250 X 150 MI/01409
4
5484
21936
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DOUBLE SOCKET REDUCER 250 X 250 MI/01410
4
4041
16164
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ALL SOCKET TEE 250 X 250 X 250 MI/01177
4
8841
35364
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DOUBLE SOCKET REDUCER 250 X 300 MI/01415
4
6052
24208
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ALL SOCKET TEE 300 X 300 MI/01183
4
13015
52060
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DOUBLE SOCKET REDUCER 300 X 150 MI/01413
4
6508
26032
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DOUBLE SOCKET REDUCER 300 X 200 MI/01414
2
6261
12522
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FLANGED SPIGOT 250 MI/01461
4
6109
24436
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FLANGED SPIGOT 400 MI/01464
1
12711
12711
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DOUBLE SOCKET REDUCER 450 X 300 MI/01434
1
13508
13508
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DOUBLE SOCKET REDUCER 400 X 350 MI/01428
1
9016
9016
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DOUBLE SOCKET REDUCER 450 X 400 MI/01436
1
12612
12612
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ALL SOCKET TEE 450 X 450 MI/01207
1
28041
28041
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FLANGED SPIGOT 450 PN-10 MI/01465
1
16987
16987
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FLANGED SPIGOT 400 PN-10 MI/01464
1
12711
12711
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FLANGED SPIGOT 500 PN-10 MI/01466
1
17075
17075
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ALL SOCKET TEE 300 X 150 MI/01180
1
9676
9676
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DOUBLE FLANGE REDUCER 250 X 150 PN-10 MI/01281
4
5182
20728
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DOUBLE SOCKET BEND 250 X 90o MI/01377
4
6925
27700
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DOUBLE SOCKET BEND 250 X 45o MI/01376
4
5448
21792
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DOUBLE SOCKET BEND 250 X 11.25o MI/01374
4
3927
15708
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DOUBLE SOCKET BEND 250 X 22.5o MI/01375
4
4288
17152
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DOUBLE SOCKET BEND 300 X 11.25o MI/01378
4
6796
27184
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DOUBLE SOCKET BEND 300 X 22.5o MI/01379
4
8108
32432
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DOUBLE SOCKET BEND 300 X 45o MI/01380
4
9936
39744
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DOUBLE SOCKET BEND 300 X 90o MI/01381
4
14013
56052
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DOUBLE SOCKET BEND 400 X 11.25o MI/01386
4
10711
42844
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DOUBLE SOCKET BEND 400 X 22.5o MI/01387
1
12322
12322
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DOUBLE SOCKET BEND 400 X 45o MI/01388
1
14381
14381
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DOUBLE SOCKET BEND 400 X 45o MI/01389
1
20774
20774
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DOUBLE SOCKET BEND 450 X 11.25o MI/01390
1
12407
12407
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DOUBLE SOCKET BEND 450 X 22.5o MI/01391
1
14154
14154
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DOUBLE SOCKET BEND 450 X 45o MI/01392
1
20032
20032
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DOUBLE SOCKET BEND 450 X 90o MI/01393
1
27493
27493
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DOUBLE SOCKET BEND 500 X 11.25o MI/01394
1
14608
14608
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DOUBLE SOCKET BEND 500 X 22.5o MI/01395
1
17739
17739
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DOUBLE SOCKET BEND 500 X 45o MI/01396
1
24664
24664
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DOUBLE SOCKET BEND 500 X 90o MI/01397
1
36635
36635
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MECHANICAL COLLAR 500 MI/01476
1
22197
22197
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MECHANICAL COLLAR 450 MI/01475
1
25364
25364
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MECHANICAL COLLAR 250 MI/01471
4
7589
30356
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MECHANICAL COLLAR 300 MI/01472
4
9486
37944
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MECHANICAL COLLAR 350 MI/01473
4
12711
50844
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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.
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-
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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
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-
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ii) No payment will be made without hydraulic test of the pipe line either part or full
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-
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iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.
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-
-
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a) 250 mm dia
190
164
31160
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b) 300 mm dia
155
192
29760
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c) 400 mm dia
75
260
19500
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d) 450 mm dia
40
297
11880
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e) 500mm dia
35
331
11585
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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 500 mtr. 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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-
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A) For CI/DI pipe
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-
-
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a) 250 mm dia
190
6
1265.4
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b) 300 mm dia
155
7
1119.1
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c) 400 mm dia
75
8
665.25
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d) 450 mm dia
40
9
377.2
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e) 500mm dia
35
10
350
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Ordinary Cement concrete [Mix 3 : 1.5 : 1] with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.as per Is 456-2000.
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-
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a) Pakur Variety
49.9
6011
299990.32
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Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
324
361
116964
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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).
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-
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A) For CI/DI pipe
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-
-
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a) 250 mm dia
190
3
659.3
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b) 300 mm dia
155
4
744
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c) 400 mm dia
75
8
612.75
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d) 450 mm dia
40
10
408.8
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e) 500mm dia
35
12
437.85
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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) 250 mm. dia to 350 mm. dia pipe
100
263
26300
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b) 400 mm. dia to 450 mm. dia pipe
60
385
23100
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c) 500 mm. dia to 600 mm. dia pipe
40
436
17440
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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.
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-
-
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a) 250 mm dia
50
120
6000
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b) 300 mm dia
50
160
8000
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c) 400 mm dia
50
209
10450
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d) 450 mm dia
30
280
8400
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e) 500mm dia
30
313
9390
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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)
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-
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a) 250 mm dia
7
64
448
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b) 300 mm dia
6
76
456
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c) 400 mm dia
7
102
714
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d) 450 mm dia
14
114
1596
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e) 500mm dia
28
121
3388
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Add GST @ 18% on all item (Except Item No. 1)
1
115768
115768.97
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Add CESS @ 1% on all items including GST (Except Item No. 1)
1
7589
7589.3
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