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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Finance | ₹1.9 L | L1 | Admitted-Finance |
| 2 | L2₹2.0 LAdmitted-Finance | ₹2.0 L | L2 | Admitted-Finance |
| 3 | L3₹2.0 LAdmitted-Finance 35 1 B M 1ST BYE LANE CHAPDANI HOOGHLY 712222 | CHAPDANI | HOOGHLY | WEST BENGAL | 712222 | ₹2.0 L | L3 | Admitted-Finance |
Tender Value
₹1.9 L
EMD Value
₹4,000
Closing Date
2 Feb 2026, 12:00 pmClosed
Executive Engineer(E)
LIGHTING department Kolkata Municipal Corporation 28A, K.N.Sen Road Kolkata-700042
REPAIRING OF LIGHTING SYSTEM AT CANAL SOUTH ROAD, METROPOLITAN AND SURROUNDINGS IN WARD NO. - 57, UNDER BR- VII
2026_KMC_992122_1
KMC/LTG/Z-III/2025-2026/866
Open Tender
ELECTRICAL WORKS M/R
30 days
CANAL SOUTH ROAD, METROPOLITAN
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹4,000
16 Feb 2026
21 Jan 2026
2 Feb 2026
21 Jan 2026
2 Feb 2026
21 Jan 2026
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. I) For structural members of specified sections weighing less than 22.5 Kg./m
BUILDING WORKS (G) WOOD AND PVC WORKS D. ACCESSORIES 39. Supplying, fitting and fixing Godrej Multi Lock or equivallent
SECTION 1. ------------BUILDING WORKS (K) PAINTING, VERNISHING ETC A. ORIGINAL WORKS 1 (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 (This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.)
BUILDING WORKS (K) PAINTING, VERNISHING ETC?(A) ORIGINAL WORKS.(3)(B)Painting with superior quality aluminium paint of approved make and brand including smoothening surface by sand papering etc. on steel surface : (b) Two coats
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.
Supplying & Erection of medium size feeder pillar box of Size (1200 x 750 x 450 mm) made up of 2 mm thick MS Plate along with suitable M.S. Angle. The P.B. have double hinge door at the front & back with suitable locking arrangement. The box will be painted by 2 cores of aluminiam paint over 1 coat of red oxide paint. Suitable arrangement should be provided for fixing of Timer unit, fuse unit & other accessories. Leg of the pillar box will be 900 mm in length by made up of (35 x 35 x 3 mm MS Angle with suitable base Plate. Legs of the Pillar box will be erected at 300 mm below the ground level with cement concrete (6:3:1). Rest portion coverd by 5" Brick Wall with plastering & net cement & bottom portion filled with silver sand as drawing & direction of E.I.C
BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 16. 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
SCHEDULE OF RATES FOR EARTHING INSTALLATIONS.Earthing Installation ... with Pipe Electrode.Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (HOT Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below:(a)By ISI Medium GI pipe.
Supplying of 1.1 KV. Grade PVC insulated Conductor of following cables (make: Polycab/ Gloster/Havells/):Size in Sq. mm, No & dia. of wire in mm , No of Core - 10 1/3.55 2
Laying through Underground Trech.(a)Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed
Laying through RCC/Hume/GI Pipe.(a)Laying only Cable upto 50 sqmm through existing RCC/Hume/ GI Pipe/open masonary trench FOR single, 2, 3, 3... & 4 core
Extra on items 1& 2 above, FOR providing CC (6:3:1) base block around the pole) dimension 0.45x0.45x0.60 mt. above ground level, neatly cemented finish (3) mm thick), at the base pole (in lieu of CC muffing) incl. drilled hole in pole suitable FOR alkathene/polythene pipe entry, FOR street light wiring, without Loop Box
Outdoor Lighting Installation, Steel Tubular Pole/ M.S Pipe/ G.I. Pipe, Pole CAP etc. Supplying & Fixing of G.I pole cap for suitable size
Outdoor Lighting Installation, Steel Tubular Pole, M.S. Pipe, G.I. Pipe, Pole CAP etc Supplying of Swaged Steel Tubular pole as per IS 2713, Pt. II, 1980 for following designation and of following dimensions.(Outside dia & thickness are given in Annexture -1)g) 410 SP - 21 ; 8.5 Mtr., 129.00 Kg.
SCHEDULE OF RATES FOR OH LINE INSTALLATION (LT DISTRIBUTION).Erection of Poles.Erection of Single Steel tubular pole of length as given below with/without sole plate & Cap etc. in CC foundation (Proportion and dimension indicated below), having 600x600x150 mm thick CC (4:2:1) base block below sole plate/pole with hard jhama metal including CC (6:3:1) muffing 0.30 mts. dia and 0.30 mts. above ground level including 3 mm thick neat cemented finish and GI earth bolt after making drilled holes etc. on pole & carriage of pole upto 1.6 Km from Store to work(site including filling up the excavated earth pit with shifted soil and ramming properlyUpto 9.0 mtr. Size 0.6x0.6x1.70 mts
SCHEDULE OF RATES FOR OVERHEAD LINE INSTALLATION - REPAIR 14. Dismantling steel tubular/Rail/Strut embedded in CC foundation incl. excavation, filling of holes, restoring surface,loading at site and delivering, unloading, sorting, stacking properly at any place as per direction upto a lead of 1.6 km
SCHEDULE OF RATES FOR OVERHEAD LINE INSTALLATION - REPAIR 15. Dismantling of OH line comprising of copper/AAC/ACSR conductor, cross arms / `D... iron clamps / brackets / `V... brackets etc. insulators, earthwire, cradle guard, safety devices, staywire etc., incl. sorting out, rolling the conductors, stacking, loading at site and delivering, unloading , measuring the conductors, sorting, stacking properly at any place as per direction upto a lead of 1.6 km (b) OH line comprising of 3 phase, neutral, street light phase & earth wire
S/F arm bracket of 50 mm bore tubular Pipe (M.S.) of 1. 5 m (5') length for fixing on 75/100 mm pole top including S/F 4 mm thick M.S. plate welded with bolts, nuts & clamps, etc. as required with fabrication work
Painting of Steel Tubular Pole of lengths and no. of coats of paint, as given below with ready mixed paint/primer of(approved make, and brand incl. preparation of surface by sand paper/emery paper, cleaning etc. FOR receiving fresh coat of paint.Upto 9.0 mtr. long pole.(i)1st coat of aluminium paint over 1 coat of RO priming
Painting of Steel Tubular Pole of lengths and no. of coats of paint, as given below with ready mixed paint/primer of(approved make, and brand incl. preparation of surface by sand paper/emery paper, cleaning etc. FOR receiving fresh coat of paint.Upto 9.0 mtr. long pole.ii2nd coat of aluminium paint over 1st coat
S/F of special head type M S loop box (3 mm thick) with connecting bar and other accessories fixed on the top the pole as required and as per direction of Engineer-In-Charge. For 3 phase connection.
Erection of Galv. (HOT Dip) Cross arms/ `D... Iron Clamp7).Supplying & Erection of Galv. `D... iron complete with suitable pole clamp 75mmx88mm porcelain shackle insulator & 15 mm dia Galv. bolts & nuts. incl. painting
Sub Total
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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