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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC 21 1 DR SURESH SARKAR RD CAL 14 KOLKATA 700014 | KOLKATA | WEST BENGAL | 700014 | ₹4.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.7 LRejected-AOC | ₹4.7 L | L2 | Rejected-AOC L2 |
| 3 | L3₹4.8 LRejected-AOC 140 1 110 N S C BOSE ROAD REGENT PARK KOLKATA WEST BENGAL 700040 | KOLKATA | KOLKATA | WEST BENGAL | 700040 | ₹4.8 L | L3 | Rejected-AOC L3 |
Tender Value
₹4.6 L
EMD Value
₹9,500
Closing Date
14 Jan 2026, 5:00 pmClosed
Engr(E)/LTG(CRM)
Office of the Ex. Engr(E)/LTG(CRM) LIGHTING DEPARTMENT Kolkata Municipal Corporation 15n Nellie Sengupta Sarani Kolkata-700 087 West Bengal
RESTORATION OF FURNACE NO-3 AT OLD COMPLEX OF NIMTALA BURNING GHAT
2025_KMC_977560_1
KMC/NBG/LTG/CRM/e-14/25-26
Open Tender
Electrical Work/ Equipment
10 days
Nimtala Burning Ghat
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹9,500
24 Mar 2026
22 Dec 2025
15 Jan 2026
22 Dec 2025
14 Jan 2026
22 Dec 2025
DISMANTLING: Dismantling of all damage fire bricks from the furnace chamber such As 9 nos Roast Bricks. Ash collection bricks (M.K-16 to M.K-24) 9 Sets angle or shaped bricks M.K-88-18 nos. M.K-100-4nos., M.K-101-4 nos refractory / side bricks M.K-27-18nos.M.K-29-18 nos through clearing of as collection chamber, air ducts by removing the ash inside the furnished chamber for patch repairing purpose.
REMOVING OF STACK: Removing the broken bricks & all rubbishes to outside crematory/ dumping ground incl. loading, unloading, stacking & cost for transportation during patch repairing purpose .
PATCH WORK (RELINING): Relining the refractory shaped bricks, tiles, Angles bricks etc with good quality fire clay mortar by skilled labor (specially for cremation furnace) neat finishing and fitting for easy movement of the charging trolley over the roast bricks as per the direction of E.I.C of the dept. washing of the of the entire chamber with Sodium Siliminate clay should be ecessary.Roast bricks-9 nos, Ash bricks-(M.K-24)-9nos Angle bricks-M.K-88-18nos, M.K-100-4 nos, M.K-101-4 nos.Side bricks-M.K-27-18nos, M.K-29nos
PATCH WORK WITH BRICKS: Roast bricks
PATCH WORK WITH BRICKS: Ash bricks (M.K.-16 to M.K.-24)
PATCH WORK WITH BRICKS:Angle bricks M.K-88
PATCH WORK WITH BRICKS: Angle bricks M.K-100-4nos
PATCH WORK WITH BRICKS: Angle bricks M.K...101-4nos
PATCH WORK WITH BRICKS: Side bricks M.K-27
PATCH WORK WITH BRICKS: Side bricks M.K-29
CLEANING AND REPAIRING OF FUEL DUCT PASSAGE: Removing the complete damaged R.S bricks and R.S slab of the (U.G) duct passage of the furnace chamber and thorough cleaning of the duct passage upto the start of brick build chimney by removing ash/carbon particles and relining the same with R.S Slabs & R.S bricks after mending good damages in the duct passages with insulation brick and red brick (1:4) with all necessary cementing masonry work
PATCH WORK WITH BRICKS: Good quality fire clay mortar Washing of the entire chamber with Sodium Siliminate clay should be necessary.
UDMA.ELECTR IC-MECH.WOR K(VOL-1)OCT18 40-E/7BLANKET FOR FURNACE DOOR : Construction of door blanket with 2 layers of ceramic blanket of density 96kg/cm... with 2 layers of ceramic blaket of density 128 kg/cm... and to be fitted in the spikes with S.S.pin so as the blanket does not came out.
UDMA.ELECTR IC-MECH.WOR K(VOL-1)OCT1 8 40-E/8/a CONSTRUCTION OF DOOR BLANKET: a) Supply, Fixing the S.S 304 spike from inside the furnace door each of 280mm dia for holding the ceramic blanket
UDMA.ELECTR IC-MECH.WOR K(VOL-1)OCT1 8 40-E/10/b FRONT COVER OF FURNACE DOOR: Supplying and fixing the new cover made of from 3.15 mm (10 SWG) CRCA sheet over all dimension 2400 mm X 1200mm with top arched shape as per existing drill holes for fixing over the furnace door in two halves. R.H Side
UDMA.ELECTR IC-MECH.WOR K(VOL-1)OCT1 8 40-E/10/a BACK COVER OF FURNACE DOOR: Supplying and fixing the new cover made of from 3.15 mm (10 SWG) CRCA sheet over all dimension 2400 mm X 1200mm with top arched shape as per existing drill holes for fixing over the furnace door in two halves. L.H Side
UDMA.ELECTR IC-MECH.WOR K(VOL-1)OCT1 8 40-E/11/a/ii BALL BEARING:a) Supply and fixing the ball bearing (SKF make) of furnace door by opening Palmer Block including wearing tapered sleeve as existing size with locking nut. SKF make 1213EKTN9
UDMA.ELECTR IC-MECH.WOR K(VOL-1)OCT1 8 41-E/14/a HEATING ELEMENT: Supply and fixing the Heating element (Heatco make) of capacity 4.5 K.W to be working in supply voltage of 240 V 50 Hz made from 80/20 Nicrome wire of 8 SWG in coiled coil from welded S.S stud on both ends. The coil should be inserted into the groove of existing coil brick after proper cleaning and the S.S Studs housed into the ceramic caller tube wrapped. With asbestos rope for tight fitting and sealing as heat proof extended S.S stud to be connected brass/ copper connector with complete connection in all respect of existing system
UDMA.ELECTR IC-MECH.WOR K(VOL-1)OCT1 8 41-E/13/b CLEANING AND REPAIRING OF FUEL DUCT PASSAGE: Supply & Fixing of R.S. slab after removing the same with necessary fire clay mortar
BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC. 1. Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. (a) In ground floor including roof
BUILDING WORKS ( C ) Brickworks,Concrete Works etc?33..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?
UDMA.ELECTR IC-MECH.WOR K(VOL-1)OCT1 8 40-E/12/a PALMER BLOCKS: a) Supply and fixing the C.I Palmer Block of shaft size 62.5 mm dia.(SKF make)
UDMA.ELECTR IC-MECH.WOR K(VOL-1)OCT1 8 40-E/10/bBACK COVER OF FURNACE DOOR: Supplying and fixing the new cover made of from 3.15 mm (10 SWG) CRCA sheet over all dimension 2400 mm X 1200mm with top arched shape as per existing drill holes for fixing over the furnace door in two halves. R.H Side
UDMA.ELECTR IC-MECH.WOR K(VOL-1)OCT1 8 40-E/10/a BACK COVER OF FURNACE DOOR: Supplying and fixing the new cover made of from 3.15 mm (10 SWG) CRCA sheet over all dimension 2400 mm X 1200mm with top arched shape as per existing drill holes for fixing over the furnace door in two halves. L.H Side
THERMOCOUPLE: a) Supply and fixing the thermocouple of heat sensing range 0-1200 deg. C having (Cr-A1) sensor house in S. Sd 304 casing of dimension 1200 mm long x 22 mm OD complete encased in to it and fitted terminal on other end for connection of compensating wire. Heatco make
UDMA.ELECTR IC-MECH.WOR K(VOL-1)OCT1 8 41-E/14/b HEATING ELEMENT: Supplying and fixing the terminal connector having drill holes for inserting S.S stud of 8.5 mm dia and connection point of existing copper wires of overall dimension 80mm long x25mm square shape.
PWD.BLDG SCHEDULE_W EF 01.11.201799-1(F) A. 1 (I) 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 chargeof 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
Estimated amount
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