Public Health Engineering Department Tender
Search from over 10,000+ business opportunities that have been announced from the biggest West Bengal tenders, e tender West Bengal, WB government tenders, and the Online Tender Notices posted on West Bengal e tenders to date. Find opportunities that have come in from multiple corporations, West Bengal government departments, State PSUs, and several Private companies from the state.
Public Health Engineering Department - PHED Tender
Eprocure
Opening Date
3 Nov 2021Closing Date
CancelledTender Amount
₹ 6,44,23,593Costs
EMD
₹ 12,88,480Document 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
2021_PHED_349511_2Tender No
16/2021-2022/EE/SWD-I/WBPHEDTender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.
-
-
-
i) 250mm dia. K9 D.I. Pipe
1258
-
164
ii) 300mm dia. K9 D.I. Pipe
1763
-
192
iii) 350mm dia. K9 D.I. Pipe
65
-
225
iv) 400mm dia. D.I. Pipe
8546
-
260
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.
-
-
-
i) 250mm.dia.to 350mm.dia pipe
100
-
263
ii) 250mm.dia.to 350mm.dia pipe
55
-
385
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
-
-
-
i) 250mm dia. K9 D.I. Pipe
30
-
120
ii) 300mm dia. K9 D.I. Pipe
40
-
160
iii) 350mm dia. K9 D.I. Pipe
6
-
185
iv) 400mm dia.D.I. Pipe
74
-
209
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)
-
-
-
i) 250mm dia. K9 D.I. Pipe
250
-
64
ii) 300mm dia. K9 D.I. Pipe
340
-
76
iii) 350mm dia. K9 D.I. Pipe
16
-
76
iv) 400mm dia. D.I. Pipe
1565
-
102
Supplying, laying, fiting, fixing and jointing of UPVCpipes 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 excluding 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 there spaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local 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(asperIS:14182-1994including 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.
-
-
-
Note : i) Manufacturer’s test certificate for UPVC pipe & specials to be produced before laying of pipe line.
-
-
-
ii) 3rdpartyinspectionofUPVCpipe&specialstobe doneby CEPETor (India) SGS/NTH Kolkata or as per direction of EIC as per approved vender list
-
-
-
iii) No part payment at any stage on account of supply of materials shall be entertained.
-
-
-
iv) Payment will be made on actual consumption of materials.
-
-
-
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
-
-
-
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
-
-
-
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.
-
-
-
viii) All pipe connection shall be completed in all respect and as per direction o f EIC. Decision of EIC in this respect is final &binding.Incase 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.
-
-
-
(A) Pressure Rating : Class - III
-
-
-
(ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.
-
-
-
a) 90 mm (OD)
31569
-
311
b) 125 mm (OD)
16685
-
567
c) 140 mm (OD)
444
-
693
d) 160 mm (OD)
4624
-
876
e) 200mm (OD)
9673
-
1356
f) 225mm (OD)
444
-
1641
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]
-
-
-
a) 80 mm to 150 mm dia pipe
65
-
12649
b) 200 mm dia.
16
-
16045
c) 250 mm to 350 mm dia pipe
3
-
19964
d) 400 mm to 450 mm dia pipe
3
-
23585
Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R12/Gr-13non-magnetic, nuts seatrings are of Gun one tal as per IS:318LTB-2 flanges and drilled to IS:1538 PartIV &VI valves are suitable forma x. working pressure of 10kg/cm2 (seattest) and body tested to 15kg/cm2.
N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list
-
-
-
a) 100 mm dia.
49
-
6138
b) 150 mm dia.
16
-
9174
c) 200 mm dia.
16
-
16632
d) 250 mm dia.
2
-
24420
e) 350 mm dia.
1
-
90638
f) 400 mm dia.
3
-
106000
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)
-
-
-
a) 100 mm dia.
98
-
182
b) 150 mm dia.
32
-
220
c) 200 mm dia.
32
-
237
d) 250 mm dia.
4
-
329
e) 350 mm dia.
2
-
448
f) 400 mm dia.
6
-
518
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).
-
-
-
A) For CI/DI pipe
-
-
-
a) 250mm dia.
1258
-
6.66
b) 300mm dia.
1763
-
7.22
c) 350mm dia.
65
-
7.67
d) 400mm dia.
8546
-
8.87
B) For UPVC/HDPE Pipe
-
-
-
a) 90 mm (OD)
31569
-
3.6
b) 125 mm (OD)
16685
-
3.82
c) 140 mm (OD)
444
-
4.24
d) 160 mm (OD)
4624
-
4.78
e) 200mm (OD)
9673
-
5.64
f) 225mm (OD)
444
-
6.44
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).
-
-
-
A) For CI/DI pipe
-
-
-
a) 250mm dia.
1258
-
3.47
b) 300mm dia.
1763
-
4.8
c) 350mm dia.
65
-
6.36
d) 400mm dia.
8546
-
8.17
B) For UPVC/HDPE Pipe
-
-
-
a) 90 mm (OD)
31569
-
0.88
b) 125 mm (OD)
16685
-
1.24
c) 140 mm (OD)
444
-
1.44
d) 160 mm (OD)
4624
-
1.73
e) 200mm (OD)
9673
-
2.42
f) 225mm (OD)
444
-
2.93
a) Construction of RCC street stand post (700 mm height) of RCC (1:1.5:3) footing over 75 mm thick 4:2:1 P.C.C over a single B/F soling with 1% reinforcement, connected with saddle piece & 15mm dia brass ferrule with supplying fitting, fixing 15mm dia G.I. nipple, G.I.socket, G.I. 200mm x 150mm reducing elbow and 20mm dia GI(m) TATA pipe of (avg.) 2.6mtr. long and one 15mm dia alloy Iron with brass spindle bib cock with socket and 20mm G.I. elbow 2nos. with 15mm GI(m) TATA pipe of 0.225mtr. for connection of stand post to distribution line as per deptt. design and drawing as per direction of EIC along with Construction of platform of size CC platform (1:2:4) over a single B/F soling below G.L over 150mm. thick sand filling, neat cement finish over platform and innerside of band and 15 mm thick cement plaster (4:1)on top of platform band and outside upto G.L. as per deptt. drawing and as per direction of EIC
50
-
7549
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 amber with location ,node to node wise in sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of the E.I.C... ... in 5 copies
75071
-
0.38
Dismantling all type of Cement concrete works, stacking serviceable materials of site and removing rubbish as diected within a lead of 75 mtr. For laying all dia pipeline in ground floor, upto 150 mm thick.
-
-
-
a) In ground floor including roof.
526
-
939
Filling in foundation or plinth by silver 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 asurement of finished quantity)
789
-
936.21
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.
-
-
-
a) Pakur / Chandil Variety [Carrige distance= 40 km for Baruipur Stackyard]
526
-
6107.05
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
5255
-
361
Drum Sheet Walling 1.40m (av.) high on Sal-bullah / Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction.
-
-
-
(i) Using Eucalyptus bullah
3754
-
1244
Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.
59200
-
3.5
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)
-
-
-
c) i) With carried earth arrangede by the contractor within a radius of 1 km. including cost of carried earth.
2030
-
312.71
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.
-
-
-
(a) Depth up to 150 mm.
3380
-
14.4
(b) For each additional Depth of 150mm and part
thereof
3380
-
19
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
-
-
-
(i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).
Note: Add cost at site of 0.90 m3 of brick aggregates and 0.48 m3 of medium sand (loose volume) to arrive at the consolidated rate.
507
-
2130.8
Successful trial run for entire distribution system including operation of different valves, rectification of defective location including supply of pipes, special etc. and proper distribution of water at every end point including engagement of skilled personnel, supervisor, operator etc. as required for smooth operation and supply of water during the trail run period. (Three months)
1
-
75000
Add GST@ 12% on all items, except Item no. 7.05, 7.06 & 22
1
-
6782880.66
Add Cess @ 1% on all items & on GST, except Item no. 7.05, 7.06 & 22
1
-
633068.86
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements