Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date19 Feb 2025
Closing Date7 Mar 2025
Tender Amount₹ 68,48,908
Costs
EMD
₹ 1,37,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAD_817328_1Tender No
MAD/ULB/BLGT/PW/15/24-25Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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Documents
Laying part of Pipe lines from Banik Petrol Pump towards Andolan Setu in PWD Road with newly added branch roads in different Wards
BOQ Items
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A) 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 measurement of finished quantity)
1091.66
487
532086
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Lowering any type of Ductile Iron (DI) pipes & specials and laying along trench at any depth as per specification and direction of the ngineer-incharge, ( laying over ground, the ates shall be, reduced by 10% and the rates so reduced shall be inclusive of cost of all orts of holding arrangements] I) 100mm dia.
5500
14
77000
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II) 150mm dia.
500
18
9390
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Rubber gasket joints to C.l./D.l. pipes and specials all complete to makes the joint water tight as required hydraulic pressure as per pecification and direction of the Engineer-in-charge. [Cost of Rubber. gasket of approved make induding supply to any point within the Kolkata Municipal Area shall be paid parately.] i) 100mm dia.
1000
59
59000
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II) 150mm dia.
91
67
6097
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Cutting of C.l/D.I pipes for fitting with pipes and-or specials of similar or dissimilar materials at the time of laying without damaging any part of the required length including taking out of the broken pieces from the trench and restacking the same at the specified location as per direction of the Engineer-in-charge. i)100mm dia.
52
91
4732
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II) 150mm dia.
10
126
1260
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Supplying, fitting and fixing of C.I. Mechanical Compression flexible Collar Couplings suitable for C.I. Spun Pipes (as per IS: 1536) and D. I. Pipes (as per IS: 8329) complete with Sealing Rubber Gasket of EPDM quality (IS:5382/1985 Type - 4), Cast Iron Follower Glands and Mild Steel Nut Bolts (Zinc Coated). The whole assembly should be mechanically and Sl. No. Description Unit Rate 27 Water Supply Works 2018-2019 hydraulically tested to the provisions as laid down in IS: 1538. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition i) 100 mm dia
52
1650
85800
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II) 150mm dia.
10
2649
26490
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Chamfering the spigot end of C.l./D.l. pipes for fitting with the socket of C.I./D.I. pipes and/or specials in tyton jointed water mains or other wise using electric grinder as per specification and direction of the Engineerin- charge. i)100mm dia.
104
74
7696
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II) 150mm dia.
20
113
2260
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Lowering, fitting and fixing of all types of valves in proper position and alignment using chain pully block or crane (for diameter above 250 mm) by providing temporary support, as required, gaskets, nuts & bolts etc. all cornplete as per specification and direction of the Engineer-in-charge. [The rate Includes cost of flange joints] i)100mm dia.
8
986
7888
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ii)150 mm dia
2
1510
3020
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Inserting C.I./D.I. pipes and or specials in the gap formed by cutting existing C.I./D.I. main. bailing out water from the trench due to normal seepage. if any. including fitting. fixing of ncillary C.I/D.I. specials with supply of Spun Yam all complete to make the joints water tight at required hydraulic pressure as per specification and direction of the Engineer-incharge. [Cost of C.I/D.I. Specials. cutting of pipes. lead ioints. earth work in excavation road metal. earth work ill filling. shoring. where necessary. shall be paid extra as per relevant items of schedule of rates.]Diameter in mm i)100
52
91
4732
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ii)125/150
10
107
1070
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Hydraulically testing of C.l./D.I/A.C pipe lines in sections, under a head of water not less than 60m (6Kg/Cm2 .pressure) or above as per specific requirements by filling the main with supply of water including supply of all specials and equipment like pump sets, gauges, end caps blank flange etc. all complete as per specification and direction of the Engineer-incharge. [After successful completion of test, removal of ancillary specials, equipments, plugging arrangements and disposal of water shall be made at no extra cost] Diameter in mm i) 100
5500
21
119790
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ii) 150
500
22
11050
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All types of Ductile Iron (D.I) Specials (viz. Bend, Tee, Taper, Tail piece etc), size conforming to I.S. Specification No. 9523/2000 with cement mortar lining (inside) and ituminous coating (outside). (25% of payment will be held up till successful hydraulic testing)a) a) All Socket Tee -100 mm to 300mm dia.
1500
128
192000
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b) Doubled Socketed Bend-100mm to 300mm dia.
350
125
43750
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Supply of Single/Double bit SBR gasket suitable for jointing CI/DI pressure pipes, conforming to IS : 5382 : 1985 [Popularly known as ‘Tyton Gasket’] 100
1000
39
39000
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150mm
91
50
4550
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Ductile iron double flanged manually operated sluice valve generally conforming to IS : 14846, having body, door, dome, gland in graded ductile iron to IS 1865, four faces and spindle nut of gun metal to IS : 318, inside screw non-rising stainless steel AISI-410 spindle valves suitable for maximum working pressure of 10/16 kg/cm2 and body tested 15/24 kg/cm2. Flanges drilled to IS: 1538 table 4 & 6. Valves tested by closed end method only. 350mm and above valves are complete with enclosed gear box with anti friction device.
Diameter in mm -100
8
10794
86352
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Diameter in mm - 150
2
16381
32762
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Dismantling all type of masonry excepting cement concrete stacking servisable materials at site and removing rabbish as directed within a lead of 75m in ground floor including roof.
2.4
447
1072.8
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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.
a) Pakur variety. In ground floor
540
5601
3024912.6
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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
3657.8
24
87787.2
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Cement concrete with graded stone ballast (40 mm size excluding shuttering) (a) 1:3:6 proportion
2.89
5442
15727.9
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Brickwork with first class bricks in cement mortar(6:1)a) foundation and plinth
19.4
4919
95445.67
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar (b) 15 mm thick plaster
83.6
141
11827.73
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
83.6
32
2735.39
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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes.
a) Pakur Variety
4.34
6107
26505.77
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc 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 intersection, omplete as per drawing and direction. SAIL TATA RINL (a) For works in foundation and upto roof of ground floor/upto 4 m (1.10 % of item no 23)
3.75
6031
22606.17
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Signalling arrangement at both sides of site to avoid any accident during working period 4 nos. red flags during sunlight at 4 corners and 2 nos light (lamp) in other than sunlight
20
202
4040
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Add GST @ 18%
1
1034404
1034404.64
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Add cess @ 1%
1
67810
67810.97
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