Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date20 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 32,50,074
Costs
EMD
₹ 65,002Document Cost
Refer DocumentsTender Fee
Refer Documents
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_788334_6Tender No
WBPHED/EE/TD/NIeT_20_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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Documents
BOQ Items
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N.B : i) Any deviation from required clear cover of 1.10 metre, 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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ii) No payment will be made without hydraulic test of the pipe line either part or full.
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iii) The pipes, specials and valves, rubber gasket will be supplied deptl. free of cost.
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-
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200 mm. dia. DI K-7 pipe
33
136
4488
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150 mm. dia. DI K-9 pipe
330
112
36960
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Making rubber gasket Joint C.I. / D.I. 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 by deptl. free of cost)
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-
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200 mm. dia.
6
51
306
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150 mm. dia.
60
38
2280
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Cutting DI Pipes (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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150 mm. dia. to 200 mm. Dia. pipe
18
141
2538
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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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200 mm. dia.
3
113
339
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150 mm. dia.
15
108
1620
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Supply and delivery of different dia. C.I. Flexible Jeffy Coupler including rubber ring, studs etc. as per with latest amendment including loading, unloading & stacking properly at the Departmental store inclusive of all incidental charges if any all complete as per direction of the E.I.C. (Test certificate from the manufacturer, agency to be arranged by their own cost and to be approved by E.I.C.)
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-
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150 mm. dia.
2
1386
2772
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200 mm. dia.
2
1732
3464
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Labour charges for jointing C.I. jeffy (flexible) coupling joint including hire charges of necessary tools and tackles all complete as per specification and direction.
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-
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150 mm. dia.
2
118
236.1
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200 mm. dia.
2
119
239.9
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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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-
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150 mm. dia.
2
220
440
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200 mm. dia.
2
237
474
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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 excIuding 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 loca 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.
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ii) 3rd party inspection of UPVC pipe & specials to be done by CEPET/SGS/NTH Kolkata or as per direction of EIC as per approved empaneled list of TPIA vide order no PHE/3151/1T-119/2022 dated 02.08.2022.
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iii)No part payment at any stage on account of supply of materials shall be entertained except vide order no. 765/PHE-11099/5/2023-SCHM CELL Dept. of PHE dated 22.03.2023.
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iv)Final Payment will be made on actual consumption of materials.
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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.
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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.
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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.
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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 connection will be realized/recovered from the bill.
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Pressure Rating:Class-III
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ii) Laying of pipe line including cost of pipe, fittings/specials but excluding cost of valves
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75 mm (OD)
1040
258
268320
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90mm(OD)
225
342
76950
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110mm(OD)
724
471
341004
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125mm(OD)
627
643
403161
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140mm(OD)
275
785
215875
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180mm(OD)
515
1250
643750
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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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A) For CI/DI Pipe
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200 mm. dia.
33
5
185.13
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100 mm. dia.
330
3
1098.9
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B) For UPVC/HDPE Pipe
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-
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75 mm(OD)
1040
3
3276
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90mm(OD)
225
3
810
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110mm(OD)
724
3
2736.72
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125mm(OD)
627
3
2395.14
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140mm(OD)
275
4
1166
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180 mm(OD)
515
5
2662.55
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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 samepipe 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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A) For CI/DI Pipe
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200 mm. dia.
33
2
78.54
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100 mm. dia.
330
-
310.2
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B) For UPVC/HDPE Pipe
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-
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75 mm (OD)
1040
-
717.6
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90mm(OD)
225
-
198
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110mm(OD)
724
1
781.92
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125mm(OD)
627
1
777.48
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140mm(OD)
275
1
396
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180mm(OD)
515
2
1055.75
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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.
3769
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1432.22
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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.
7
939
6573
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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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80 mm to 150 mm dia pipe
1
12649
12649
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A) Supply and delivery of CIDF Sluice Valve PN-10 of different dia Make with cast iron double flanged non rising spindle sluice valve generally conforming to I:S 14846-2000 with latest amended if any having body door dome/bonnet and cover of cast iron Gr. - G.F. 200 (ref. IS-210) spindle of IS: 6603 Gr.-12/Cr. 13 non-magnetic, nut and seat rings are Gunmental as per IS: 1538 part IV & VI valves are suitable for maximum working pressure of 10 Kg./ Sq.cm. (seat test) and body tested to 15 kg./Sq. cm. (Test certificate from the manufactureer as well as inspection certificate from third party inspection, agency to be arranged by their own cost and to be approved by E.I.C.)
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N.B. The above item should be procured from the reputed manufacturer Viz- Kalpana, Jupiter & Upadhaya or similar approved vender List. (with Cap)
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d) 150 mm dia.
1
9174
9174
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Labour for boring (horizontal) through any kind of soil for road crossing LDS including hire charges & labour for supply of suitable dia crossing upto full width road with necessary tools, trackles, including necssary arrangement for boring & pushing reqd. inclu. fixing, jointing pumping out accumulated water, lighting arrangement, sealing of two casing ends by B/W (1:4) etc. as per direction of Eic (B/W to be given seperately)
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-
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125 mm. dia.
18
543
9788.58
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150 mm. dia.
24
626
15024
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200 mm. dia.
12
835
10020.72
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250 mm. dia.
12
1088
13066.08
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Earthwork in excavation in trenches on the alignment of pipe line in any kind of soil (including mixed soil but excluding laterite/sand stone) according width shape of the valves including the excavated soil within a lead of 75m. as directed and trimming the bottom and sides of trenches as well as dressing, ramming and pumping seepage water etc. as required complete.
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a) Depth of excavation not exceeding 1.50m. below G.L. and not required shoring.
2.54
119
302.95
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Earthwork in filling in pipe line trenches & pits with good earth obtained from excavation of trenches & pits including consolidation by watering and ramming in layers not exceeding 15cm. thick. Etc. complete as per instruction of E.I.C.
2.54
77
196.95
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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. (Payment to be made on measurement of finished quantity).
0.85
543
461.98
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Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
4.73
348
1646.04
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Cement concrete with graded jhama khoa (30 mm. size) excluding shuttering. In ground floor and foundation.
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-
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a)1:3:6 proportion.
0.43
4304
1850.97
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Brick work with 1st class bricks in cement mortar (1:6).
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-
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a) In foundation and plinth
0.25
5198
1299.5
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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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With Pakur variety
7
5680
39766.58
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Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm. nominal size) excluding shuttering and reinforcement if any, In ground floor as per relevant IS codes. IS:456-2000
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-
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a)Pakur variety.
1.96
6166
12086.01
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Hire and labour charges for shuttering with centering and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).
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a) 25 mm. to 30 mm. shuttering without staging in foundation.
16.9
205
3464.5
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Restoration of laterite / moorum road to its original condition by supply & spreading of 100 mm. th. Moorum over bed of 150 mm. th. Laterite (size – 45 to 150 mm.) in layers including temporary spreading, hand packing, watering & rolling for compacted desired / required thickness (100 mm. consolidated) as per specification & direction of E.I.C.
26
109
2858.96
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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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-
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200 mm. dia.
2
237
474
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250 mm. dia.
2
329
658
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Supply of G.I. pipes of TATA make including necessary sockets (heavy type) (For Culvert & Road crossing).
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-
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a) 150 mm. dia. (Heavy Duty) Non TATA
24
1415
33960
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MATERIAL PART (DI Pipes and Specials) for Rising Main & Distribution System of Replacement of Damaged DI Pipe Line with allied works of Dariapur PWSS within Contai-II Block including supply of all labour & material within Contai Sub-Division under Tamluk Division, PHE Dte.
(Annexure - II)
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-
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Supply and delivery of ISI Marked Centrifugally Cast (Spum) Ductile Iron Pressure Pipes for water with Socket & Spigot ends conforming to IS:8329/2000 (Latest amendment) in standard length of 5.5M suitable for push on joint (rubber gasket joining) with cement mortar lining inside the pipes and outside zinc coating with finished layer of Bituminous coating / Synthetic resin (Blue / Red Epoxy) compatible with Zinc coating Class K-9) along with supply of EPDM quality of Rubber Gasket as per IS:5382/1995, for each joints admissible for the order quantity and 5% extra and supply of polyethylene sleeves along with D.I. pipes to be supplied. The polyethylene sleeves are to be tested by CIPET and this certificate should be contain the quality.
Ductile Iron (DI) K7 Pipes.
a) 200 mm dia.
33
1780
58740
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Supply and delivery of ISI Marked Centrifugally Cast (Spum) Ductile Iron Pressure Pipes for water with Socket & Spigot ends conforming to IS:8329/2000 (Latest amendment) in standard length of 5.5M suitable for push on joint (rubber gasket joining) with cement mortar lining inside the pipes and outside zinc coating with finished layer of Bituminous coating / Synthetic resin (Blue / Red Epoxy) compatible with Zinc coating Class K-9) along with supply of EPDM quality of Rubber Gasket as per IS:5382/1995, for each joints admissible for the order quantity and 5% extra and supply of polyethylene sleeves along with D.I. pipes to be supplied. The polyethylene sleeves are to be tested by CIPET and this certificate should be contain the quality.
Ductile Iron (DI) K9 Pipes.
a)150 mm dia.
330
1572
518760
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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 ALL SOCKET TEE 150 X 150 MM
2
3945
7890
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DOUBLE SOCKET REDUCER 200 X 150
2
3105
6210
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DOUBLE SOCKET BEND 150 X 11.25
2
2148
4296
... More
DOUBLE SOCKET BEND 150 X 22.5
2
2207
4414
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DOUBLE SOCKET BEND 150 X 45
2
2480
4960
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DOUBLE SOCKET BEND 150 X 90
2
3145
6290
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DOUBLE SOCKET BEND 200 X 11.25
1
3086
3086
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DOUBLE SOCKET BEND 200 X 22.5
1
3242
3242
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DOUBLE SOCKET BEND 200 X 45
1
3984
3984
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DOUBLE SOCKET BEND 200 X 90
1
5507
5507
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Add GST@18% (CGST@9% + SGST@9%)
1
396111
396111.05
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Add Cess@1%
1
25967
25967.28
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