Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Eprocure
Opening Date12 Feb 2025
Closing Soon4 Mar 2025
Tender Amount₹ 73,95,924
Costs
EMD
₹ 1,47,918Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PHED_814255_8Tender No
NIeT NO-37/ALD/2024-2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://wbphed.gov.in/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
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150 mm
45
38
1710
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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). 100 mm
2
182
364
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150 mm
2
220
440
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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 andspecials 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. 90 mm (OD)
6500
331
2151500
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110 mm (OD)
1500
454
681000
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75 mm (OD)
300
252
75600
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125 mm (OD)
500
590
295000
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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). B) For UPVC/HDPE Pipe 90mm dia (OD)
6500
-
5720
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110 mm (OD)
1500
1
1620
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75mm (OD)
300
-
207
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125 mm (OD)
500
1
620
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A) For CI/DI pipe 100 mm
150
-
141
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150 mm
250
1
385
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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).
Cleaning thoroughly the inner surface of pipe line B) For UPVC/HDPE Pipe 90mm dia (OD)
6500
3
23400
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110 mm (OD)
1500
3
5670
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75mm (OD)
300
3
945
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125 mm (OD)
500
3
1910
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A) For CI/DI pipe 100 mm
150
3
499.5
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150 mm
250
4
1050
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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
2
1023
2046
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Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick.
5
939
4695
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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 any places and mending good damages all complete as per direction of EIC.
5
568
2840
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Oridinary Cement Concrete M-15 (Mix 1:2:4) with graded stone chips (20 mm.down) excluding shuttering and reinforcement, if any, in ground floor as per relevent IS code 456-2000. From …...concidaring 73 Km.
a) (i) River Bazree / (Up to ground level).
5
4006
20030
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(A) Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved slout props and thick hard word of approved thickness with required bracing Ior -sete slabs, beams, columns, lintels curved or straighl including fitting fixing and striking out after completioo ofworks, (upto root of ground froor) (f) 25 mm to 30 mm shuttering without staging in foundation
99
205
20295
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Ordinary Cement concrete (mix 1: 1:5:3) with graded stone chips (20 mm nominal size ) cecluding shuttering and reinfor cement if any in ground floor as per relevant IS codes ii) River Bazreea) in ground floor
9
4745
42705
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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,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of Ground Floor / 4m.
Tor Steel/Mild Steel: Other than SAIL/TATA/RINL
0.64
91726
58704.64
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Cost of pipe line crossing (upto 400mm dia) by adopting trenchless 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 carriageway where no other mode of crossing is possible,including the cost of outer most 600 mm dia Hume Pipe (NP3/NP4) as casing pipe, all labors, material, tools and tackles, clearing of sites etc complete in all respect but excluding the cost of pipe carrying water.
10
38500
385000
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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.
9200
-
3496
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Supply & delivary at site of different diameter CI DT joints with rubber gaskets for AC pipes (Class10 & 15) as per BIS 8794 for AC pipes (Class 10 & 15) as per BIA 8794 for implementation of FHTC under JJM
Class 10: 80 mm
50
406
20300
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Supply of CI Jeffy Coupling joint (flexible) complete with studs, nuts & rubber celling ring as per IS specification i)150mm dia
50
1626
81329.5
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100mm dia
50
899
44996.5
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Supply at site/local store CIDF & CISS Pipes &specials as per relvant I.S. specification with latestamendments including cost of loading, carrying,unloading, stacking properly and sales tax & all othercharges etc. complete as per direction of E.I.C. (Mode ofmeasurement will be on book weight)
500
94
47295
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Supply & delivery at following nominal sizes and classes CIDF sluice valve in terms with IS 14846-2000, inside screw non rising, stern, flanges faced and drilled as per IS 1538- 1993, spindle/ stern with SSAISI410 as per IS 6603-1972, body, bonnet, wedge, stuffing box gland thrust plate, cap inconformity with IS 210-1978, with an amendments order IS specification as stated. (Upadhaya/Kirlosker / kejriwal /IVP/L & T/VAG/M & P) Make class-PN 1.0 with Cap.
100 MM dia
5
6138
30690
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80 MM Dia
10
3755
37550
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150 MM dia
8
9174
73392
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Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
1200
10
12000
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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. (ii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth.
1800
419
755244
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Oridinary Cement Concrete M-15 (Mix 1:2:4) with graded stone chips (20 mm.down) excluding shuttering and reinforcement, if any, in ground floor as per relevent IS code 456-2000. From …...concidaring 73 Km.
a) (i) River Bazree / (Up to ground level).
55
4006
220330
... More
(A) Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved slout props and thick hard word of approved thickness with required bracing Ior -sete slabs, beams, columns, lintels curved or straighl including fitting fixing and striking out after completioo ofworks, (upto root of ground froor) (f) 25 mm to 30 mm shuttering without staging in foundation
100
205
20500
... More
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
I) For structural members of specified sections weighing less than
22.5 Kg./m
12
74571
894852
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Labour for MS works in rolled steel joist channels angles tees plates etc. incl. hoisting placing in position incl providing staging & removing after completion of works & cutting to sizes as required
120
7
876
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Welding in M.S. structural work with gas or electric
40
9
360
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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. a) Depth of excavation not exceeding 1,500 mm.
22
119
2623.94
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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)With earth obtained from excavation of foundation.
7.33
77
568.37
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Oridinary Cement Concrete M-15 (Mix 1:2:4) with graded stone chips (20 mm.down) excluding shuttering and reinforcement, if any, in ground floor as per relevent IS code 456-2000. From …...concidaring 73 Km.
a) (i) River Bazree / (Up to ground level).
10
4006
40060
... More
(A) Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved slout props and thick hard word of approved thickness with required bracing Ior -sete slabs, beams, columns, lintels curved or straighl including fitting fixing and striking out after completioo ofworks, (upto root of ground froor) (f) 25 mm to 30 mm shuttering without staging in foundation
120
205
24600
... More
Ordinary Cement concrete (mix 1: 1:5:3) with graded stone chips (20 mm nominal size ) cecluding shuttering and reinfor cement if any in ground floor as per relevant IS codes ii) River Bazreea) in ground floor
15
4745
71175
... More
Add 18% GST
1
1117021
1117021.58
... More
Add 1% Cess
1
73226
73226.97
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