Municipal Affairs Department Tender
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Municipal Affairs Department Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date23 Jul 2024
Closing Date20 Aug 2024
Tender Amount₹ 1,77,22,885
Costs
EMD
₹ 3,54,458Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Laying And Withdrawing Of Di Pipe Line Of Zone Ii Water Supply Scheme For Widening Of Soni Mandir
Description
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Contact
Tender Id
2024_MAD_718739_1Tender No
WBMAD/ULB/CONTAI/153/STATE DEVELOPMENT/2024-25Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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Documents
BOQ Items
... More
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 75m. as directed. The item includes necessary trimming the sites of trenches,levelling,dressing & ramming bottom, bailing out water as required complete. a) Depth of excavation upto 1.5m total length -1230.0 m
4946.05
589915
119.27
... More
Page No. -2/Item No. 3(a)
-
-
-
... More
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.
a) With earth obtained from excavation of foundation.
4946.05
383516
77.54
... More
Page No.- 3/ Item No.- 6(a)
-
-
-
... More
Hire and labour charges for shoring work ( including necessary close plank walling, framing, salbulla piling, strutting etc.) complete as per direction of the Engineer-in-Charge for foundation excavation. (Vertical surface area in contact with supported earth to be measured) (a) Depth upto 1.5 m
915.2
343200
375
... More
Page No.- 2 / Item No.- 4(b)
-
-
-
... More
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) By fine sand
148.58
126550
851.73
... More
UD & MA, Page -10,I-1.8
-
-
-
... More
Charges for chamfering & levelling of cut end or any spigot ends of the DI pipes by means of electrically operated grinders at site for making them suitable for using in tyton joints as per direction of EIC.
a). 250 dia
25
4650
186
... More
c) 150 dia
25
2825
113
... More
d) 100 dia
71
5254
74
... More
UD & MA, Page No. -10,I-1.7
-
-
-
... More
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.
a). 250 dia
50
10550
211
... More
c) 150 dia
50
6300
126
... More
d) 100 dia
142
12922
91
... More
UD & MA, Page No. -6,I-1.2
-
-
-
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Withdrawing & Lowering any type of Ductile Iron (DI) pipes & specials and laying along trench at any depth as per specification and direction of the Engineer-incharge, ( laying over ground, the rates shall be, reduced by 10% and the rates so reduced shall be inclusive of cost of all sorts of holding arrangements]
a). 250 dia
1600
36688
22.93
... More
c) 150 dia
1600
30048
18.78
... More
d) 100 dia
2830
39620
14
... More
UD & MA , Page No. -8, I-1.5
-
-
-
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Openig & Making 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 specification 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 separately.]
a) 250 dia
300
32400
108
... More
c) 150 dia
300
20100
67
... More
d) 100 dia
520
30680
59
... More
UD & MA Page No. -9,I-1.6
-
-
-
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Flange joint to C.l./D.l/M.S. pipes and specials including supply of rubber gasket, nuts, bolts, washers etc. of best quality to make the joint watertight at required hydraulic pressure all complete as per specification & direction
of the Engineer-in-charge. a). 250 dia
4
4744
1186
... More
c) 150 dia
4
2892
723
... More
d) 100 dia
20
9220
461
... More
UD & MA Page No. -24,I-5.1
-
-
-
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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]
a). 250 dia
800
18120
22.65
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c) 150 dia
800
17680
22.1
... More
d) 100 dia
1415
30818
21.78
... More
UD & MA Page No. -26,I-6.1
-
-
-
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Disinfection of water main by filling with water containing bleaching powder of sufficient quantity capable of maintaining a residual chlorine concentration of 10mg/l within the main after detention period of two hours and flushing the same with fresh water all complete as per
specification and direction of the Engineer-in- Charge.
[After successful completion of the process, disposal of water and bacteriological testing of sample of flushed out water from the mains
should be made at no extra cost]
a) 250 dia
800
7264
9.08
... More
c) 150 dia
800
6736
8.42
... More
d) 100 dia
1415
11631
8.22
... More
Page No.- 226, Item No.- 1(a).
-
-
-
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Single Brick Flat Soling of Picket Jhama bricks including ramming & dressing bed to proper level & filling joints with powder earth or local sand.
38.88
13530
348
... More
Page No. -23/ Item No. B(1)(a)
-
-
-
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Cement concrete (1:3:6) with graded stone balast (40mm size) excluding shuttering.
5.83
25112
4307.44
... More
P.W.D. Page No.- 26 / Item No.- 10(i)
-
-
-
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Ordinary Cement Concrete (mix-3:1.5:1) M-20 with graded stone chips (20 mm down) excluding shuttering and reinforcement, if any, in ground floor as per IS 456-2000.
a) Pakur/Chandil variety.
78.44
482347
6149.25
... More
Page No.-43/Item No. 36(f)
-
-
-
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Hire and labour charges for shuttering with centering and necessary staging upto 4m. using approved Stout props and thick hard wood planks of approved thickness with required Bracings for conc. Slabs, Beams, Columns, lintels curved or straight including Fitting, fixing and striking out after completion of Works (upto roof of ground floor).
(When the height of a particular floor is more than 4m.the equivalent floor ht.shall be taken as 4m.and extra for works beyond the initial 4m.ht. shall be allowed under 12(e) for every 4 m.or part therof)
a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of the E.I.C.
43.2
13996
324
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Page No. - 44,Item No. 40(a)
-
-
-
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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 / upto 4 m.
i) Tor steel / Mild steel.
11.62
642440
55282.74
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Page No.-15/Item No. 8(a)
-
-
-
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Brick work with 1st classbricks in Cement mortar ( 4 : 1)
a) In foundation and plinth.
25.98
140238
5397.93
... More
Page No.-189/Item No. 1(i)(c )
-
-
-
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Plaster ( to wall, floor, ceiling etc.) with sand and Cement mortar including rounding off or chamfering corners as directed and ranking out joints or roughnening of concrete surface, including throating, nosing and drip course where necessary (a) 50 mm thick with 4:1 cement morter
167.52
25332
151.22
... More
Page No.- 192, Item no.- 15
-
-
-
... More
Neat cement punning about 1.5 mm thick in wall dado, window, still, floor drain etc.
120
3930
32.75
... More
Page No.- 10 / Item No.- 1
-
-
-
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Dismantling all types of masonary excepting cement concrete plain or reinforcement stacking serviceable materials at site and removing rubbish as directed within a lead of 75m.
18
8046
447
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PHE RATE
-
-
-
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Restoration of laterite / moorum / bituminious road to its original condition with old and new materials and by supplying edging etc. over a layer of B.F.S. complete as per direction of and satisfection of E.I.C.
1652
295047
178.6
... More
Page No.- 269 / Item No.- a(ii), 1st Corrigendum
-
-
-
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Hire and labour charges for 100mm dia bamboo ralling on Ucalipatasbullah/Jhaubullah posts 1.4mtr above G.L. and 0.6mtr below G.L. tied strongly with bamboo ralling with coir rope digging holes for posts in any sorts of soil or concrete surfac, packing the side etc. including cost and carriage of all materials and labour complete includi ng cost of restoration and damages of the ground to its original condition as per direction of EIC after removing the baricate 100mm dia bamboo ralling and 150mm dia salbullah posts @ 1.8mtr apart. Ralling with 3 rows
5165
402870
78
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PHE RATE
-
-
-
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Carrying charges of materials MS rod, DI pipes, GI pipes, Tupewells, CIDF Joint, AC cupling MS pipe by road from different stack yeard to any places within West Bengal includig loading, packing, unloading and stacking charges etc. complete as per direction ii) Carriage of pipe and specials from departmental store including loading and unloading and stacking at store of any places. By Van
148
71928
486
... More
Analyses rate
-
-
-
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Supply delivery and installation at site all valve as per specification complete with all accessories,make IVC/IVI/Upadhaya
b).250 dia
1
56576
56576.18
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c) 150 dia
1
25504
25504
... More
d) 100 dia
5
54165
10833
... More
MED Approved
-
-
-
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Metalic Road crossing throughly horizontal borring by water jet system For 100 mm dia. To 450mm dia
55
56100
1020
... More
Page-324 , item 18.17(iii) P.W.D Road
-
-
-
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Labour for driving for subullah/ Eucalyptus / G.I./M.S. pipes bullah by monkey in sorts of soil including hoisting and placing piles in position protecting the piles head with iron ring and cutting & shaping heads before and after driving including hire and labour for necessary appliance and all tackles . (i) 150 mm dia metre
2576
270480
105
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Page-103, Sec. ( C )- (II) , 1 k)ii) (S & P)
-
-
-
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Supply of G.I. pipes of TATA make including necessary sockets (heavy type) (For costal area).
a) 150 mm dia. (heavy Quality)
3864
5467560
1415
... More
Page-54, Item-18(ii) (S & P)
-
-
-
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Supplying, fitting & fixing G.I. top cap reqiired i)150mm
322
161966
503
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Page-53, Item-9(iii), 10(iii), (S & P)
-
-
-
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Supplying, fitting & fixing bell plug with steel cutter piece up to 450 mm. long with socket of approved make conforming to IS
322
129766
403
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Page-201, Item- 5, b (building)
-
-
-
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Painting with ready mixed black Japan approved make & brand including smoothening surface.
a) Two coats
3787.24
212085
56
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Page-99, Item- 1, (building)
-
-
-
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M.S. structural works in columns, beams etc. with simple rolled structural members (i.e. Joists, Angles, Channels sections confirming to IS 226, IS 808 & SP (6) 1964 connected to one another with bracket, gussets, cleats as per design, direction of E.I.C. complete including cutting to requisite shape & length, fabrication with necessary bolting, metal are welding confirming to IS 816 - 1956 & IS 1995 using electrode of approved make & brand conforming to IS 814-1957 haulage, hoisting & erection all complete. The rate includes the cost of rolled steel section, consumables such electrodes, gas & hire charges of all tools & plants and labour required for the wirked including all incidental all incidental charge such as electricity charge, labour chargs, labour insurance charges etc.
Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment forgussed, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7 % of weight for finished structural members weighing not less than 22.50 Kg./m or 15 % of weight for finished structural members or 7 % of weight for finished structural members weighing not less than 22.50 kg./m may be increased allow for a height of erection 8m/2nd floor level from the groung. Add 1.50 % extra over the rate for each additional floor or 4 m beyond initial 8 m or part thereof.
For built up sections/structural members of specified section weighing not less than 22.50 kg./mtr.
36.57
2752703
75266
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Page-278, Item- 9, (building)
-
-
-
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Labour for propping up over head members as a precautionary measures against failing as directed with necessary planks Eucalyptus props, packing hails, wire ropes, iron wires etc. including hire charges of all materials fitting fixing dismantling ande removing the propes etc. and all ancillary works in this connection complete.
2160
118800
55
... More
UD & MA Page - 21, item - 3.7
-
-
-
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Shifting house connection or stand post connection from existing main to new main after excavation through any kind of soil and road materials up to required depth. dismantling existing ferrule with all fittings. plugging hole of old main with G.I. plug. drilling and tapping the new main. refixing the ferrule on the new main with serviceable old G.I pipes and other specials (New G.l. pipes and other specials. if required to be installed shall be paid extra) and back filling the trench with excavated materials all complete as per specification and direction of the Engineer- in-Charge.
120
171240
1427
... More
UD & MA Page - 34, item - 7.22
-
-
-
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Supplying, fitting and fixing of C.I. Mechanical Compression Split Collars suitable for instantaneous repair of longitudinal and vertical splits in C.I. Spun Pipes (as per IS: 1536) and D.I. Pipes (as per IS: 8329) by encasing the damaged part completely. The Split Collars to be supplied 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 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. a) 100 mm with length 300 mm
30
198900
6630
... More
b) 150 mm with length 300 mm
5
43360
8672
... More
c) 250 mm with length 300 mm
5
68385
13677
... More
UD & MA Page - 46, item - 8.3
-
-
-
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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 bituminous coating (outside). (25% of payment will be
held up till successful hydraulic testing) a) All socket tee - 100 mm to 300 mm
100
12800
128
... More
b) Doubled socket bend - 100 mm to 300 mm
100
12500
125
... More
c) Tail piece - 100 mm to 300 mm
100
14400
144
... More
d) Flanged tee - 100 mm to 300 mm
100
15000
150
... More
UD & MA Page - 50, item - 8.13
-
-
-
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Ductile iron Single Chamber type air release valve having small orifice elastic ball resting on gun metal orifice nipple large orifice vulcanite ball seating on moduled seat ring, valve with built-in-Kinetic features, isolating sluice valve mounted in horizontal position and operated by a metre wheel gearing:inlet faced and drilled to IS 1538 Table 4 & 6. valve suitable for maximum working pressure of 10 kg/CM2
2
58052
29026
... More
(S & P) Page No. 13, Item No. 19(II)
-
-
-
... More
Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) Note: this item has been considered for repairing of leakage in pipe line. 100 mm dia
735
854070
1162
... More
Add 18% GST (Sl No. 1 to 38)
1
2676723
2676723.64
... More
Add 1% Welfare Cess
1
175474
175474.11
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