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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65,542.97Accepted-AOC | L1 | Accepted-AOC OK | |
| 2 | L2₹65,549.53+₹6.56 (0.01%)Rejected-AOC | L2 | Rejected-AOC OK | |
| 3 | L3₹65,556.08+₹13.11 (0.02%)Rejected-AOC | L3 | Rejected-AOC OK |
Tender Value
₹65,563
EMD Value
₹1,311
Closing Date
6 Dec 2025, 1:00 pmClosed
THE BDO/EO, MAL
O/O, THE BDO, MAL
REPAIRING OF ICDS CENTER NO 119 AT PART NO 20/75, OF DAMDIM GP, MAL BLOCK, JALPAIGURI, FUND- APAS. APAS ID - APAS/01/020/75/0005
2025_ZPHD_946451_5
WB/42/BDO/MAL/2025-26
Open Tender
CIVIL WORKS
Percentage
DAMDIM GP
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1,311
Yes
2 Aug 2026
13 Nov 2025
9 Dec 2025
13 Nov 2025
6 Dec 2025
13 Nov 2025
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 min ground floor including roof, (a) upto 150 mm. thick
Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety. (a) 1:3:6 proportion. PWD- (b) River bazree
Reinforcement for reinforced concrete work in all sorts of structures including distri bution 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 intersec tion, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel (Details in MB)
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 withrequired bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of groundfloor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. Wall
M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, .... fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addi. floor upto 4th floor ....) (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr
Z-batten shutters of door and window as per design havings tongued and groovehalf lap jointed as per direction of the Engineer-in-Charge including fitting and fixing shutter in position, but excluding the cost of hinges and other fittings in ground floor.
Wood work in door and window frame thed and fived in position complete excluding a protective coat of parting at the contact surface of the frame exhiding cost of concrete, Iron flutt Hinges and M. clamps. (The quantum should be correted upto three decimals) (c) flat: Singut. (Dtails in M
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering comers as directed and raking out joints including throsting, nosing and drip course, scaffolding/staging where necessary (Ground floor) [Excluding cost of chipping over concrete surface) (b) 15 mm thick plaster
Iron butt hinges, Iron catch hook, Iron hasp bolt, Iron socket bolt, Anodised aliminium D-type handle, Etc. of approved quality fitted and fixed with steel screws, with ISI mark. (Payment Will be ade as per Voucher)
Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) b) With 0.63 mm thick sheet
alvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping) A) 300 mm lapping each way
MS.structural works in roof trueses with tubular sections conforming to 1984-198 AIS 1181-1008 ermected to one another with bracket, gusset cleats as per design direction of Engineer in charge complete ncluding cutting to requisite sire, fabrication with necessary metal arc welding conforming to 19 816-1900 & 15:0505 using codes of approved make and brand conforming to 15:814-2004, hautage, holeting ant erection alt 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 reabed for the work including all incidental chages such as electricity charges. sbour insurance charges etc. Payment to be made on the basis of calculated weight of ctural tubutar memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m/2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. (Payment will be made as per measurement)
White washing including cleaning and smoothening surface thoroughly. All floors (c) Three coats (on new works only). (Payment will be made as per measurement)
Supplying, Fitting & Fixing Information Board Steel size ( 4'-0"x3'-0")
Add:- GST @ 18%
Add:- Cess @ 1%
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