Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 56,86,463.92
Costs
EMD
₹ 1,14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Kmc/ws/igwtp/010/24-25, Dt-25/10/2024
Description
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Contact
Tender Id
2024_KMC_766843_1Tender No
KMC/WS/IGWTP/010/24-25, DT-25/10/2024Tender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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
10
813
8130
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.
60
1650
99000
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) Up to 1.50 m below G.L.
4.68
11927
55818.36
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. but not requiring shoring
3.76
19238
72386.82
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 completec) (c) Depth of excavation for additional depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary
4.68
23470
109839.6
Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etc.
13.13
2658
34886.25
Hire and labour charges for shoring work(including necessary close plank walling, framing,Eucalyptus/Jhou bulla piling, strutting etc)complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (a) Depth upto 1.5 m
174
386
67164
Hire and labour charges for shoring work(including necessary close plank walling, framing,Eucalyptus/Jhou bulla piling, strutting etc)complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (b) For additional depth beyond 1.5 m. and upto 3.00 m
174
439
76386
Hire and labour charges for shoring work(including necessary close plank walling, framing,Eucalyptus/Jhou bulla piling, strutting etc)complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(c) For additional depth beyond 3.00 m.
174
498
86652
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
11000
33
363000
Supply, including Carrige, Loading unloading at site of Steel Plates : ( E 250 conforms to IS : 2062- 2006 )
22425
73
1637025
Fabricating M.S. pipes of different diameter in shop out of 8mm to 12mm thick M.S plates supplied departmentally, cutting the plates to exact size & shape by gas cutting device and/or by adopting any other approved type of mechanical means, bending the same in true curvature by template and rolling machine of approved design including proper marking, levelling joints followed by electric arc welding as per relevant I.S. specification longitudinal and circumferential, as necessary, usiug standard electrodes including edge preparation, electricity charges and hydraulic testing of the fabricated piece all complete as per specification and direction of the Engineer-in-Charge. [The Engin
21.25
9448
200770
LowerIng M.S pipes & specials in trench up to a depth of 3.00 metre below G.L, laying and jointing the same inside the trench / over ground by means of electric arc welding using standard electrodes as per l.S. specification, all complete as per direction of the Engineer-in-Charge. [The Engineer-in-Charge shall approve the electrodes for arc welding before use. (For laying over ground. the rates shall be reduced by 10% and that is inclusive of holding arrangements) ] Diameter in mm : 1500mm dia.
0.5
120014
60007
Gas Cutting of ms pipes and/or ms plate of different thickness all complete as per specification and direction of the Engineering in charge. 8 mm thk plate
771.25
213
164276.25
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 welding as per relevant 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 ] Throat thickness in mm :08 mm
482.25
1806
870943.5
Coating of 'Epoxy' Resin of thickness not less than 160 micron with a lowviscosity, 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]
269.6
449
121050.4
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
22.7
4651
105577.7
Brick work with 1st class brick in cement mortar (4:1). For chair.
(a) in foundation and plinth
27
5905
159435
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
21.5
358
7697
Filling in foundation or plinth by silver sand in layers not exceeding 150mm. as directed and consolidating same as by thorough saturation with water ramming complete, including the cost of supply of sand.
(payment to be made on measurement of finish quantity)
2
93621
187242
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 based on the basis of measurement of finished quantity of work.
a) With Earth obtained from excavation of trenches.
13.15
7754
101965.1
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.
200
166
33200
HIRE CHARGES OF MOVEABLE CRANE WITH FUEL & MANPOWER, HAVING LOADING CAPACITY OF RANGE FROM 2.0 MT TO 14.0 MT WITH THE 45 DEGREE MOVABLE ARRANGEMENT & THE BOOMLENGTH OF 40 FEETS FOR LOADING & UNLOADING OF VARIOUS MATERIALS/ ASSCESSORIES OF WATER SUPPLY WORKS UNDER WATER SUPPLY DEPARTMENT, KMC.
15
7936
119040
Sum of Basic Prices (Sl No-1 to 25)
-
-
-
GST @ 18% on the Sum of Sl. No-26
1
858838
858838.32
LWC @ 1% on the Sum of Sl. No.26 and 27
1
56301
56301.62
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