Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Eprocure
Opening Date30 Apr 2025
Closing Date30 May 2025
Tender Amount₹ 60,64,509
Costs
EMD
₹ 1,21,290Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Niet No. - 08 Of The Fy 2025-2026 Of The Ee/bqa, Phe Dte.(sl.no-03)
Description
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Contact
Tender Id
2025_PHED_840197_3Tender No
NIET No. - 08 of the FY 2025-2026 of the EE/BQA, PHE Dte.Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/home
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Documents
BOQ Items
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(ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.
-
-
-
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a) With 6:1 cement mortor.
-
-
-
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Add GST 18 % ( CGST 9 % + SGST 9 %)
1
915935
915935.25
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Depth of excavation not exceeding 1500 mm.
42
119
5009.34
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(iv) 90 mm (OD)
8025
331
2656275
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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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-
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i) In ordinary soil for dia upto 200 mm.
20
526
10525.4
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Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work)
-
-
-
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B) For UPVC/HDPE Pipe
-
-
-
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(d) With local hard blackstone variety chips (crusher broken)
5
4218
21090
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B) For UPVC/HDPE Pipe
-
-
-
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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.
550
24
13200
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Ordinary cement concrete grade M-20 mix (Mix 4:2:1) with well graded stone chips (20 mm down) excluding shutting and reinforcement if any in ground floor as per IS code.
-
-
-
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Cutting to requisite length or shape departmental R.S. joists, channels, angles, tees, plates etc.
81.08
8
648.64
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Ordinary cement concrete grade (Mix 3:1.5:1) with well graded stone chips (20 mm down) excluding shutting and reinforcement if any in ground floor as per IS code.
-
-
-
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(iii) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth. (For H/W- 892.25 m3 & 2nd T/W - 79.24 m3)
971.49
512
497752.62
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Cost of pipe line crossing (upto 200 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 mtr. carriage way where no other mode of crossing is possible, including the cost of outer most 350 mm dia MS pipe pipe (8mm thick) as casing pipe, all labours, material, tools and tackles, clearing of sites etc. complete in all respect but excluding the cost of pipe carrying water.
16
31011
496191.36
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( N.B. - This item includes excavation in any sorts of soil including mixed soil, moorum, laterite, sand stone etc excluding hard rock, including cost of anti-corrosive priming on the both surfaces of M.S. Casing pipe, mobilisation charges, construction of driving pit and receiving pit, shoring, shuttering, dewatering, sealing both sides of annular space between casing and water carrier pipes with necessary brick work, barricading, lighting arrangements, making temporary hutment at site alongwith minimum basic amenities, safety arrangement etc. preperation of Drawing with necessary documents as per requirement / guideline of the concerned Department / Authority, and submission of 6 (Six ) hard copies of drawings and documents with 1 ( one ) soft copy, making liasion with the concerned Department / Authority, back filling of trenches, surface dressing and clearing of sites after completion of work , including all incidental charges, complete in all respect, as per direction of the EIC.)
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-
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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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Ordinary cement concrete grade M-20 mix (Mix 4:2:1) with well graded stone chips (20 mm down) excluding shutting and reinforcement if any in ground floor as per IS code.
-
-
-
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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.
45
592
26665.65
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Depth of excavation not exceeding 1500 mm.
101.25
119
12076.09
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Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984-1995 with latest revision & amendments if any with necessary HDPEspecials (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 butt 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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-
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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 sand stone) including removing spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete.
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-
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(A) Pressure Rating : PN 6
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-
-
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Tor steel / Mild steel
Category B: other than SAIL/TATA/RINL
2.64
88470
233472.33
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a) upto 150 mm. thick
5
939
4695
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(iv) 90 mm (OD)
8025
-
7062
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With earth obtained from excavation of foundation.
11
77
852.94
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i) 20 mm. thick plaster for inside surface.
65.4
153
10006.2
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor).
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-
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25 mm. to 30 mm. thick wooden shuttering as per decessin and direction of E.I.C.
106.52
321
34192.92
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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.
32.75
294
9628.5
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For works in foundation, basement and upto roof of ground floor / upto 4m.
-
-
-
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Crossing any kind of water main or casing pipe horizontally by water jet system across the any type of black top metal road including pumping out water filling bore gap by sand blowing if required making arrangement for perfect horizontal bore, excavation of drilling and receiving pit required water arrangement, barricading, signaling, laying pushing water main (casing pipe ) filling excavation pit restoration of worksite all complete as per direction and satisfaction of E.I.C. a) Within Bishnupur Sub Division under Bankura Division PHE Dte
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-
-
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(iv) 90 mm (OD)
8025
3
28890
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a) In ground floor including roof.
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-
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Without staging in foundation.
36
203
7308
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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 sand stone) including removing spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete.
-
-
-
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(d) With local hard blackstone variety chips (crusher broken)
2.75
4218
11599.5
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape (if necessary) placing in proper position and binding with 16 gauge black annealed wire at every intersection etc. complete as per drawing and direction.
-
-
-
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Welding in M.S. structural work with gas or electric: continuous weld.
102
9
918
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Painting with ready mixed Black Japan of approved make and brand including smoothening surface.
-
-
-
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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.
-
-
-
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Cost of pipe line crossing (upto 150 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 mtr. carriage way where no other mode of crossing is possible, including the cost of outer most 300 mm dia MS pipe pipe (8mm thick) as casing pipe, all labours, material, tools and tackles, clearing of sites etc. complete in all respect but excluding the cost of pipe carrying water.
16.5
28408
468746.85
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a) Pakur Variety
67.5
5634
380295
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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.
5.65
592
3348.02
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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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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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-
-
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Plaster (to wall, floor, ceiling etc.) with sand cement mortor including rounding of chamfering corners as directed and raking out joints including throating, nosing drip course scaffolding/Staging where necy. (G. Floor).
-
-
-
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Add Cess 1 %
1
60044
60044.64
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Pakur Variety
25.83
5634
145526.22
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