Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 40,52,567
Costs
EMD
₹ 81,051Document 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_KMC_775297_1Bid Award Id
ViewTender No
KMC/WS-CENTRAL/26/2024-2025Tender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Field welding of M.S. plate by means of electric arc welding as per relevent IS specification using standard electrodes including edge preparation and charges of deployment of electric generator set with fuel, lubricant, and all other tools and plants all complete as per specification and direction of
Engineer-in-Charge. [ Engineer-in-Charge shall approve the electrodes for
arc welding before use ]
10 mm thick plate
QTY=(3.142*0.45*12)+(3.142*1.5*7)+(3.142*0.8*4)
60.01
1631
97879.57
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Wet connection with M.S. saddle on running mains by drilling with electric
drill. plugging with wooden plug. using nuts and bolts. rubber insertion. dewatering trenches all complete excluding cost of M.S. saddle & Earthwork....... 30in/10in dia[(1500*450) & (1500*800)]
6
18896
113376
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Supplying sign-board made of 25 mm thick sal plank with frame on all side of sal batten 50 mm x 32 mm with nailed on post 3.15m x 100mm x 100mm and fitting fixing such with digging holes of dia 300 mm and depth 750 mm in all sorts of soil and repacking and consolidating the gap around the post with cement concrete (1 : 3 : 6) painting 2 coats including cost of nails, bolts and nuts etc. complete in all respect as per direction of the Engineer-in-charge. Payment of concrete and painting to be made separately.
(ii) 900 mm. x 600 mm. size of board.
4
813
3252
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Supplying and fabricating 20 mm to 32mm thick (finished thickness) M.S flange. properly ribbed, one face machined, including drilling holes as per standard table, fitting and fixing the same with M.S. pipe by electric arc welding as per relevant I.S. specification using standard electrodes and direction of the Engineer-in-Charge. [ The Engineer-in-Charge shall approve the electrodes for arc welding before use]........ 1500MM DIA
2
57408
114816
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Supplying and fabricating 20 mm to 32mm thick (finished thickness) M.S flange. properly ribbed, one face machined, including drilling holes as per standard table, fitting and fixing the same with M.S. pipe by electric arc welding as per relevant I.S. specification using standard electrodes and direction of the Engineer-in-Charge. [ The Engineer-in-Charge shall approve the electrodes for arc welding before use]............ 800MM DIA
4
20174
80696
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Supplying and fabricating 20 mm to 32mm thick (finished thickness) M.S flange. properly ribbed, one face machined, including drilling holes as per standard table, fitting and fixing the same with M.S. pipe by electric arc welding as per relevant I.S. specification using standard electrodes and direction of the Engineer-in-Charge. [ The Engineer-in-Charge shall approve the electrodes for arc welding before use].............. 450MM DIA
4
10394
41576
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Flange joint to C.l./D.l/MS. 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....... 1500MM DIA
2
18336
36672
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Flange joint to C.l./D.l/MS. 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........ 800MM DIA
4
5769
23076
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Flange joint to C.l./D.l/MS. 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............... 450MM DIA
4
2122
8488
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Coating of 'Epoxy' Resin of thickness not less than 160 micron with a low viscosity, crystallization-resistant epoxy resin base with a reactive diluents combined with high build epoxy amine adducts as per BS 5493 standard and a polyamide or amido polyamine or any other suitable hardener. It shall react with epoxy resin at normal ambient temperature, suitable for solvent-free coatings as per recommended proportion for use on metal, concrete and wood surface to protect from corrosion as well as damage from chemical reaction after making the surface free from dust, oil and moisture etc. all complete as per instruction and to the satisfaction of ElC. [ This item will be operated on prior permission from the concerned SE/Dy Chief Engineer]
QTY=(3.142*0.462*16.0)+(3.142*1.5*1.0) SQ.M
27.94
449
12544.48
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Hire charges of moveable crane with fuel & manpower having load handling capacity upto 14MT with the 45 deg. moveable arrangement & the boom length of 40 feets for loading & unloading of various materials / accessories of water supply works.
For minimum engagement of 8 hrs. In a day
24
7936
190464
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Hire charges of moveable type mounted earth excavator having minimum cutter size (1.0 cubic meter) & loader size (2.0 meter length x 0.75m width) for cutting & removal of any kind of soil, spoli etc. including cost of fuel, lubricants & manpower etc. in Water Supply Works. [ This item will be
operated on prior permission from the concerned SE/Dy. Chief Engineer]
For minimum engagement of 8 hrs. In a day
6
8951
53706
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Hire & labour charges for diesel generating set for lighting including fuel, 300M wire, 11 points with 200 Watt bulb with post for hanging & maintaining the same for day & night for the period.
15
1650
24750
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Hire and labour charges for coir rope fencing 25 mm dia rope single on 120 mm dia bamboo posts 1.40 m above G.L and 600 mm below G.L, 1.50 m apart including digging holes complete.
40
17
680
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Hire and labour charges for shoring with sheet pile (8 mm thick) & ISMB- 250 runner, struts, anchor, tie etc. complete. beam section conforming to IS- 226 IS:808 & SP(6)-1964 including cutting to requisite length, fabrication with necessary welding conforming to IS: 816-1956 & is: 1995 using electrodes of approved make and brand conforming to IS: 814-1957 including driving and complete removing them as per direction of the Engineer-in- charge for overall depth of excavation from G.L. c) 4.0 m to below 5.0 m.
QTY- [(6.0*2*4.5)+(1.5*2*4.5)+(1.5*2*3.0)]
76.5
9336
714204
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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]............ 450MM DIA
2
4601
9202
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Supplying and fabricating 20 mm to 32mm thick (finished thickness) M.S. Blank Flange properly ribbed, one face machined including drilling holes as per standard table, fitting and fixing the same with M.S. flanged pipe with supply of nuts, bolts, washers, gasket etc. of best quality all complete as per specification and direction of the Engineer-in-charge....... 800MM DIA
2
16597
33194
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Supplying and fabricating 20 mm to 32mm thick (finished thickness) M.S. Blank Flange properly ribbed, one face machined including drilling holes as per standard table, fitting and fixing the same with M.S. flanged pipe with supply of nuts, bolts, washers, gasket etc. of best quality all complete as per specification and direction of the Engineer-in-charge....... 450MM DIA
2
6892
13784
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Manufacturing and. supplying M.S. Saddle with 10mm thick M.S. pipe, 25mm thick M.S. Flange including fabrication true to size with M.S. clamp, drilling hole on angle/ flat, gas cutting and welding etc. complete…….. 30in/10in dia [(1500*450) & (1500*800)]
4
24551
98204
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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 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete...... (a) Depth of excavation not exceeding 1,500 mm.
54
11927
6440.58
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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 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete...... (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm.
36
19238
6925.68
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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 Engineer in charge.
36
166
5976
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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.
QTY= (6*6) SQ.M
36
358
12888
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Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.
QTY-(6.0*6.0*0.10) CU.M
3.6
4572
16459.2
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Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier].In Ground Floor and Foundation
QTY-(6.0*6.0*0.30)+(6.0*6.0*0.25)+(6.0*4*3.5*0.25)
40.8
7297
297717.6
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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, complete as per drawing and direction.
4.16
71416
297351.23
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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) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
QTY-(6.0*4*0.3)+(6.0*6.0)+(6.0*3.5*4*2) SQ.M
211.2
369
77932.8
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M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230 mm)
QTY-(0.075*2*0.008*12.6*2*20*78.5)+((0.2+0.075+0.075)*6*0.008*78.5*4)+(0.2*0.2*0.012*16*78.5)+(6*0.1*2*0.008*78.5*3)+((3.1+3.1+0.6)*0.075*2*0.008*78.5*3)+(4*6.1*2*0.05*0.008*78.5)+(2.1*4*0.025*2*0.008*78.5)+(0.9*0.05*4*0.008*78.5) QTL
59.45
7335
436036.41
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Brick work with 1st class bricks in cement mortar (1:6)
(b) In superstructure, ground floor
QTY=(6.0*4*2.4*0.25) CU.M
14.4
5529
79617.6
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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]
(ii) With 1:4 cement mortar
QTY=(6.0*4*2.4*2) SQ.M
115.2
186
21427.2
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Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand
papering etc.
126.92
29
3680.68
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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 (i) One coat (white in shade)
126.92
49
6219.08
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Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
115.2
38
4377.6
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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.
In Ground floor (Two Coat)
a) Normal Acrylic Emulsion
115.2
67
7718.4
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M.S. works in framed gratings of window etc.made of round or square bars and frame work or M.S. flats (with the bars securely fixed to the flat bar frame) with or without intermediate flat bar stiffener and fixed with necessary screws etc. complete, as directed.
In ground floor.
9.04
6330
57243.46
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Supplying, fitting & fixing 1.5mm thick Trapezoidal profile corrugation Polycarbonate clear sheet made of national brand, excluding the supporting frame work, fitted and fixed with 10mm dia x 55mm Self-driving screws, EPDM washers and putty complete with 150mm end lap and one corrugation minimum side lap complete as per specification & direction of Engineer-in-charge including materials, labour, taxes and all other incidental charges (Payment to be made on area of finished work).
In Roof= [(6.2*3.1)*2] SQ.M
38.44
2329
89526.76
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Hiring charges of 1no. 125KVA 3 Phase silent DG set including supply & fixing of 400Amp 4 Pole changeover switch and laying of required capacity and length of cable with connection as required. (On temporary basis) and engaged one generator operator round the clock to run the generator as and when required (including fuel).
4
6350
25400
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Dewatering by pumps including all leads, lifts and making all arrangements of disposal. where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage. breakage and making wet connections. [Note ;- In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor]
QTY= (2*5*8*15)+(4*10*12*2)+(3*8*12*2)+(2*20*8*1)
3056
33
100848
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Sub Total
-
-
-
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CGST 9%
1
306033
306033.75
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SGST 9%
1
306033
306033.75
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CESS 1%
1
40124
40124.42
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