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Tender Value
₹3.0 L
EMD Value
₹6,000
Closing Date
23 Jul 2026, 5:00 pm
Dy.C.E.(M)/(S and D)
Office of the Dy.C.E(M) (S and D) department Kolkata Municipal Corporation 5, S.N. Banerjee Road Kolkata-700 013 West Bengal
Renewing of M.S. platform on the screen chamber and adjacent penstock gate chamber with other allied works at Ambedkar drainage pumping station.
2026_KMC_1032143_1
KMC/S_D/ADPS/MS/26-27
Open Tender
MECHANICAL
15 days
DLPS/ADPS
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹6,000
14 Jul 2026
14 Jul 2026
25 Jul 2026
14 Jul 2026
23 Jul 2026
14 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 3. Dismantling R.C. floor, roof, beams etc including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.(a) In ground floor including roof. | 1 | CUBIC METER | 1,956 | ₹1,954.04 |
| 2 | BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS,
GATES ETC. A. ORIGINAL WORKS 3. Cutting to requisite length or
shape departmental R.S. joists,channels, angles, tees, plates etc.
(Payment to be made on area of cut surface) | - | SQUARE CENTIMET ER | 8 | - |
| 3 | BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS,GATES ETC. B. REPAIRING 1. Labour for lowering and stacking after dismantling in parts R.S. joists, channels, angles, tees, plates etc.complete as directed (a) From 1st floor level | - | QUINTAL | 197 | - |
| 4 | MATERIALS AND LABOUR 1. Building (B) Labour Rates Per Diem :
13)Santras. Note: (I)The above rates of labour are exclusive of 10% contractors profit and 1% Labour welfare cess which would be admissible to the Contractors, but contractual percentage will not be applicable. (II) The workersemployed on high rise building or any
structure over 30 ft in height and also workers engaged in Tunnel shall be paid 20% extra wages. | - | EACH | 358.6 | - |
| 5 | BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. A. ORIGINAL WORKS 6. Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as
directed. (iv) 32 mm dia: (a) 450 mm long | - | EACH | 321 | - |
| 6 | BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS,
GATES ETC. A. ORIGINAL WORKS 1. M.S. structural works in
columns, beams etc. with simple rolled structural members (e.g.
joists, angle, channel sections conforming to IS: 226, IS: 808 & SP
(6)- 1964 connected to one another with bracket, gussets, cleats as
per design, direction of Engineer-incharge complete including cutting
to requisite shape and length,fabrication with necessary bolting, metal
arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes
of approved make and brand conforming to IS:814- 2004, haulage,
hoisting and erection all complete. The rate includes the cost of rolled
steel section, consumables such as electrodes, gas and hire charge
of all tools and plants and labour required for the work including all
incidental chages such as electricity charges, 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 for gusset, 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 22.5 Kg. / m. or 15 % of weight for
finished structal members weighing less than 22.5 Kg. / m. may be
increased allow for bracket, cleat, rivet, bolts and nuts etc. and no
seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m | - | MATRIC TON | 60,276 | - |
| 7 | BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. B. REPAIRING 2. Welding in M.S. structural work with gas or electric: (a) Tack weld | - | POINT | 9 | - |
| 8 | BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. B. REPAIRING 2. Welding in M.S. structural work with gas or electric: (b) Continuous weld. | - | PER CM RUNNING | 9 | - |
| 9 | BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS,GATES ETC. A. ORIGINAL WORKS 5. Labour for hoisting and placing in proper position (up to 1st floor level) departmental R.S. joists, channels, angles. Tees, plates etc. including fitting and fixing
same with bolts and nuts, if necessary (but excluding cost of such bolts and nuts) | - | QUINTAL | 412 | - |
| 10 | BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. A. ORIGINAL WORKS 5. (a) Add extra for each additional floor over 1st floor. | - | QUINTAL | 74 | - |
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