Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date12 Mar 2025
Closing Soon20 May 2025
Tender Amount₹ 39,59,092
Costs
EMD
₹ 79,182Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Niet No. - 51 Of The Fy 2024-2025 Of The Ee/bqa, Phe Dte.(sl.no-09)
Description
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Contact
Tender Id
2025_PHED_825944_9Tender No
NIET No. - 51 of the FY 2024-2025 of the EE/BQA, PHE Dte.Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/home
GEM & Bid Advisory Services
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Documents
BOQ Items
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Cost of pipe line crossing (upto 400 mm dia) by adopting trench less technologies (e.g Jack Pushing method etc) for railway national High way or any other important road of heavy vehicular traffic of minimum 7.5 m carriage way where no other mode of crossing is possible, including the cost of outer most 600 mm dia Hump pipe (NP3/NP4)as easing pipe, all labors, material, tools and tackles, clearing of sits etc complete in all respect but excluding the cost of pipe carrying water.
24
36320
871698
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i)700 mm dia. D.I. Pipe
20
501
10020
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Single brick flat soling of picked jhama brick including ramming and dressing bed to proper level & filling, joints with local sand.
50
394
19700
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iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.
-
-
-
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(Dia)
-
-
-
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Add GST 18 % ( CGST 9 % + SGST 9 %)
1
597949
597949.82
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c) 110 mm (OD)
600
1
648
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d) 140 mm (OD)
800
1
1152
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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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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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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
-
-
-
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a) 80mm dia.
10
112
1120
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Construction of different dia Sluice valve/Airvalve/Washout 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 all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]
-
-
-
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Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC
20
1023
20460
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MECHANICAL COLLAR 150 (With Carriage)
8
3806
30454.24
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(iv) 250 mm dia. (internal)
12
2494
29928
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b 75 mm (OD)
100
252
25200
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(i) 80 mm dia
2
5700
11400
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B) For UPVC/HDPE pipe
-
-
-
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PVC Pipes
-
-
-
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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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(ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.
-
-
-
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B) For UPVC/HDPE pipe
-
-
-
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c) 110 mm (OD)
600
3
2268
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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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Making barricading of excavation trenches of road width upto 15mtr. to avoid any accident by providing 75mm dia bamboo post placed vertically & horizontally with the help of 6”size iron rail as per direction and satisfaction of EIC. (Applicable where critical situation arise and take up the work as per direction of EIC)
700
118
82600
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i)700 mm dia Pipe
20
539
10780
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a) 63 mm (OD)
600
3
1878
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Chamfering the spigot end of all type/class of DI pipe for properus in gof push joint by means of grinder set at site for proper joint etc.allcomplete as per direction of EIC
-
-
-
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PN 1.6 ratings
-
-
-
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b 75 mm (OD)
100
-
69
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carriage of D.I. Pipes from BSMCH stack yard to at site.from BSMC Godown to Makurgram (Distance 25 km.(Appox.) under Bankura - I, II & Barjora Block W/S Scheme (BRGF Ph - I Project) including loading, unloading complete at both points under Bankura Division, PHE Dte. (Distance: 25 K.M. average)
121.73
660
80445.27
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Filling the pipeline with water, testing hydraulically asper I.S3114-1965 (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
-
-
-
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a) 63 mm (OD)
600
216
129600
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(a) With earth obtained from excavation of foundation.
12
77
930.48
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FLANGED SPIGOT 150PN-10
2
3044
6089.84
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i) 150 mm dia sluice valve
1
21489
21489
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i)700 mm dia. D.I. Pipe
700
501
350700
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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 equipment stools 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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Add Cess 1 %
1
39198
39198.93
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Making lighting arrangement for continuation work during night
including all charges (Applicable exclusively for emergency
situation and as per direction of EIC.)
30
182
5460
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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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a) 63 mm (OD)
600
-
372
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c) 110 mm (OD)
600
454
272400
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Supply&delivary of C.I. Air valve Doble Orifice type(DS-I) as per IS -14845-2000 with latest ammendment
-
-
-
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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
30
939
28170
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Cast iron double flanged Rising Spindle Sluice Valve generally confirming to IS 14846having body door /dome/Bonnet and cover of cast Iron Gr FG 260, outside screen risingSpindle of IS 6603 Gr-12 cr-13, spindle nut & seat rings are Gunmetal as per 1S:318 LTB2. Flanges flat faced and drilled to IS:1538 Part IV & VI, Valves are suitable for maximum working pressure of 10/16 kg/sqcm (seat test) and body tested to 15/24 kg/sqcm 350 NB
and above valves should be provided with enclosed gear box and antifriction device for ease of operation. All the valves should be tested by closed end method only
-
-
-
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i)700 mm dia. D.I. Pipe
700
24
16863
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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)
-
-
-
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d) 140 mm (OD)
800
4
3392
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b) 150mm dia.
2
220
440
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A) For CI/DI pipe
-
-
-
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b 75 mm (OD)
100
3
315
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Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)
-
-
-
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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.
-
-
-
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Pakur Variety
30
5109
153270
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(A) Filling in foundation or plinth by fine 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)
b) do by fine sand.
21
592
12443.97
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i)700 mm dia. D.I. Pipe
145
196
28420
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Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984- 1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by but welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future.
-
-
-
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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 inresidual chlorinenot less than15mg/ltrs. after 24 hrs. 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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d) 140 mm (OD)
800
722
577600
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(A) Pressure Rating : PN 6
-
-
-
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15 mm
400
117
46800
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Supplying, fitting, fixing of different dia. Saddle piece including tapping of distribubution main complete in all respect as per direction of EIC.
80
111
8905.6
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i)700 mm dia. D.I. Pipe
700
13
9170
... More
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
147
24
3528
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a) 80 mm to 150 mm dia pipe
1
11804
11804
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(A) Sypply of E.R.W.M.S.(Electrical Resistant Welded M.S.) black pipe ofof TATA make (heavy quality) as per standard specification, 5 mm thick..
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-
-
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