Municipal Affairs Department Tender
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Municipal Affairs Department Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date28 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 1,29,38,929
Costs
EMD
₹ 2,58,779Document Cost
₹ 3,000Tender Fee
Refer Documents
Summary
Laying Of Distribution Line With Di K7 Pipe Of Different Diameters At Zone C Within Alipurduar Municipality Under
Description
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Contact
Tender Id
2024_MAD_739618_1Bid Award Id
ViewTender No
NIET No. 11/ 2024/ PW-10 / ALIPURDUAR(2nd Call)Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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BOQ Items
... More
c) 250mm dia
753
17266
22.93
... More
d) 300mm dia
275
16120
58.62
... More
e) 350mm dia
222
13013
58.62
... More
f) 400mm dia
29
1515
52.26
... 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) 150mm dia
112
14112
126
... More
b) 200mm dia
33
5940
180
... More
c) 250mm dia
15
3165
211
... More
d) 300mm dia
6
1488
248
... More
e) 350mm dia
4
1108
277
... More
f) 400mm dia
1
375
375
... More
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 Engineer -in- charge. a) 150mm dia
224
25312
113
... More
b) 200mm dia
66
9768
148
... More
c) 250mm dia
30
5580
186
... More
d) 300mm dia
12
2604
217
... More
e) 350mm dia
8
2032
254
... More
f) 400mm dia
2
600
300
... More
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) 150mm dia
339
22713
67
... More
b) 200mm dia
63
5229
83
... More
c) 250mm dia
57
6156
108
... More
d) 300mm dia
15
1860
124
... More
e) 350mm dia
15
2100
140
... More
f) 400mm dia
14
2324
166
... More
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 100mm to 300mm dia.
3739
478592
128
... More
350mm to 450mm dia.
1025
162975
159
... More
b) Doubled Socketed Bend 100 mm to 300mm dia.
804
100500
125
... More
c) Tail Piece 100 mm to 300mm dia.
1150
165600
144
... More
350mm to 450mm dia.
216
39960
185
... More
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) 150mm dia
52
37596
723
... More
b) 200mm dia
14
11900
850
... More
c) 250mm dia
6
7116
1186
... More
d) 300mm dia
2
2066
1033
... More
e) 350mm dia
2
2682
1341
... More
f) 400mm dia
2
2904
1452
... More
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. a) 150mm dia
20
327620
16381
... More
b) 200mm dia
7
208208
29744
... More
c) 250mm dia
3
125685
41895
... More
d) 300mm dia
1
54810
54810
... More
e) 350mm dia
1
119785
119785
... More
f) 400mm dia
1
152715
152715
... More
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] a) 150mm dia
26
39260
1510
... More
b) 200mm dia
7
12348
1764
... More
c) 250mm dia
3
7881
2627
... More
d) 300mm dia
1
2321
2321
... More
e) 350mm dia
1
2979
2979
... More
f) 400mm dia
1
3201
3201
... More
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] a) 80 mm to 150 mm dia pipe
26
307710
11835
... More
b) 200 mm dia pipe
7
104979
14997
... More
c) 250 mm to350 mm dia pipe
5
93180
18636
... More
d)400 mm to 450 mm dia pipe
1
21998
21998
... More
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-in charge.
[After successful completion of test, removal of ancillary specials, equipments, plugging arrangements and disposal of water shall be made at no extra cost] a) 150mm dia
5584
123406
22.1
... More
b) 200mm dia
1661
37106
22.34
... More
c) 250mm dia
753
17055
22.65
... More
d) 300mm dia
275
6468
23.52
... More
e) 350mm dia
222
5396
24.31
... More
f) 400mm dia
29
745
25.71
... More
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 a 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) 150mm dia
5584
47017
8.42
... More
b) 200mm dia
1661
14467
8.71
... More
c) 250mm dia
753
6837
9.08
... More
d) 300mm dia
275
3016
10.97
... More
e) 350mm dia
222
2553
11.5
... More
f) 400mm dia
29
351
12.12
... More
Excavation of trial pit (3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout line raking every detection against damage of S.W. pipe line electrical cable etc. as underground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per directionj of E-I-C
9
16803
1867
... More
Cutting & picking up existing metalled black top portion of road surface to an average depth of 300 mm by using Jack hammer with all necessary tool and plant including reening the serviceable materials & stacking within a lead of 75 mtr. all complete as per direction of the Engineer-in- Charge
1106.44
703695
636
... More
Gas cutting of M.S. pipes and/or M.S. plates of different thickness all complete as per specification and direction of the Engineer-in- charge.
Thikness in mm
5mm to 8mm thick plate
14.91
3175
213
... More
Field welding of machined ends of pieces of M.S pipes and specials for laying the same inside trench/over ground by means of electric arc weldingas per relevant IS specification using standard electrodes including edgepreparation and charges of deployment of electric generator set with fuel,
lubricant, and all other tools and plants all complete as per specificationand direction of Engineer-in-charge. [ Engineer-in-charge shall approve the electrodes for arc welding before use ]Throat thickness in mm 10 mm
14.91
32309
2167
... More
Derusting, scraping, brushing and cleaning (to the extent of exposing the original surface) the outer surface of manufactured M.S. pipes and specials, applying first coat of synthetic primer Type-B as per IS : 15337 : 2003 of approved make over it and wrapping the same with coal tar based insulating tape 2 mm thick as per IS : 15337 : 2003 of approved make and applying the second coat of synthetic primer Type - B (as specified above) over the first layer of insulating tape and wrapping the same with second layer of 2 mm thick coal tar based insulating tape (as specified above) in staggered pattern (including overlapping at ends) by torching etc. as per manufacturer’s specification and as per direction of ElC. Each layer of protective wrapping shall be tested with Holiday detector at Contractor’s cost and the Contractors shall repair all holidays to the satisfaction of ElC at no extra cost (Payment will be made on finished area of work
58.57
62552
1068
... More
Cast iron kinetic double orifice type air release valve having smallorifice elastic ball resting on gun metal orifice nipple large orificevulcanite 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 a) 150 mm dia
8
305048
38131
... More
Supplying, fitting and fixing air valve splash plate using 24 mm thick MS plate) according to necessary site measurement as per direction of EIC.
8
33792
4224
... More
M.S Flange (slipper type) As per IS6392 Table 17 Thickness 12mm b) 150mm dia
10
5080
508
... More
c) 200mm dia
2
1848
924
... More
d) 250mm dia
2
2770
1385
... More
M.S Flange (slipper type) As per IS6392 table 17 Thickness 20 mm 22mm a) 300mm dia
2
6926
3463
... More
Hire and labour charges for shoring work (includeing 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 is to be measured.) (This item should be executed on specific direction of the Engineer-in-Charge.)
a. Depth upto 1.5m.
409.15
157931
386
... More
Hire and labour charges for coir rope fencing 25 mm dia rope single on 120 m dia bamboo posts 1.40 m above G.L. and 600 mm below G.L.1.50 m apart including digging holes complete.
852.4
14490
17
... More
Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/ Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of EIC.
445.27
73914
166
... More
Labour charges for Jacketing (encasing) of D.I. pipe of different diameter by polythene sleeves etc. including cost of fastening materials in all respect as per direction of E.I.C. (High Density Polythene Sleeve supplied by Deptt.) a) 150mm dia
5584
54332
9.73
... More
b) 200mm dia
1661
20646
12.43
... More
c) 250mm dia
753
9359
12.43
... More
d) 300mm dia
275
4160
15.13
... More
e) 350mm dia
222
3358
15.13
... More
f) 400mm dia
29
438
15.13
... More
Hire and labour charges for shuttering with centering and necessary staging upto 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) (f) 25 mm to 30 mm shuttering without staging in foundation
36
7380
205
... More
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.
35.16
15716
447
... More
Dismantling all type of plain cement concrete works, stacking servisable materials at site and removing rabbish as directed within a lead of 75m in ground floor including roof. a. upto 150 mm thick,
177.82
166972
939
... More
Supply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of ISI Mark as per relevent IS Specification (heavy quality) having wall thickness not less than 5 mm. [N.B.: The rates for supply of TATA Make pipe will be arrived at by adding 20% of the corresponding rates ] a) 150mm dia ( Internal )
56
71008
1268
... More
b) 200mm dia ( Internal )
17
25755
1515
... More
c) 250mm dia ( Internal )
19
39482
2078
... More
Supply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of ISI mark as per relevent IS Specification (heavy quality) having wall thickness not less than 8 mm. [N.B.: The rates for supply of TATA Make pipe will be arrived at by adding 20% of the corresponding rates ] a) 300mm dia ( Internal )
7
21259
3037
... More
a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
58.57
1698
29
... More
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary (b) On steel or other metal surface :
With other than hi-gloss of approved quality (iv) Two coats (with any shade except white)
58.57
4217
72
... More
Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 cm. including breaking clods watering and ramming etc. layer by layer all complete a) With earth obtained obtained from excavation of foundation.
5695.05
441594
77.54
... More
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
8524
3239
0.38
... More
Supplying, fitting and fixing of C.I. Mechanical Compression flexible CollarCouplings suitable for C.I. Spun Pipes (as per IS: 1536) and D. I. Pipes (asper 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 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 150 mm
26
68874
2649
... More
200 mm
7
23975
3425
... More
250 mm
3
15534
5178
... More
300 mm
1
6748
6748
... More
350 mm
1
9502
9502
... More
400 mm
1
12091
12091
... More
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 rollerto proper camber and grade as per direction andsatisfaction of Engineer-in-charge including uprootingand removing plants and jungles when and wherenecessary.
(a) Depth up to 150 mm.
1185.47
17070
14.4
... More
b) For each additional Depth of 150mm and part thereof.
2766.09
52555
19
... More
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). (iv) For Construction of Sub Base by compacting river bed materials.
414.91
517940
1248.32
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform thickness, hand packing, rolling withvibratory roller 8-10 tonnes in stages to proper grade
and camber, applying and brooming requisite typeof screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using
Stone Screening Type B (11.2 mm)
414.91
1219217
2938.51
... More
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of roadsurface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) i)For WBM/WNM SN face with primer @ 0.70-1.00 kg /sqm.
2766.09
88487
31.99
... More
Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision).
For Grading 2 (19 mm nominal size, 50-75 mm thick.)
138.3
920782
6657.86
... More
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned withHydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
i) On Bituminous Surface
(Using Bitumen Emulsion at the rate of 0.20 to
0.30 kg per sqm.)
2766.09
28407
10.27
... More
Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base,including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.(Pakur variety stone chips).
2766.09
352538
127.45
... More
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means,brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(Pakur variety stone chips). ( With tack coat)
II By Manual Means With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
2766.09
123699
44.72
... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
1185.47
384092
324
... More
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes Pakur Variety
157.18
832871
5298.84
... More
G.S.T. @ 18%
10856627.9
1954193
0.18
... More
Labour cess @ 1%
12810820.92
128108
0.01
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