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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.9 LAccepted-AOC | ₹9.9 L | L-1 | Accepted-AOC Being L-1 |
| 2 | L-2₹10.0 L+₹9,095.05 (0.92%)Rejected-AOC | ₹10.0 L+₹9,095.05 (0.92%) | L-2 | Rejected-AOC Being L-2 |
| 3 | L-3₹11.7 L+₹1.9 L (18.8%)Rejected-AOC | ₹11.7 L+₹1.9 L (18.8%) | L-3 | Rejected-AOC Being L-3 |
| 4 | L-4₹12.1 L+₹2.2 L (22.2%)Rejected-AOC | ₹12.1 L+₹2.2 L (22.2%) | L-4 | Rejected-AOC Being L-4 |
Tender Value
₹13.4 L
EMD Value
₹26,800
Closing Date
26 Dec 2023, 12:00 pmClosed
Commandant (Engineer)
CONTRACT CELL, CENTRAL ZONE HQR, CRPF, H.C. BLOCK, SECTOR-III, SALT LAKE, KOLKATA (W.B.) PIN-700106
Repairing and Strengthening of Boundary Wall at GC Bhubaneshwar
2023_CRPF_786145_1
B.V(GC Bhubaneswar)/ 2023-24-CZ-C/Cell(NIT-143)
Open Tender
Civil Works - Buildings
Works
45 days
GC, CRPF, Nayapalli, Bhubaneswar (Odisha)
As per Tender Document
16 documents required · 16 mandatory
₹0
₹26,800
26 Jan 2024
19 Dec 2023
27 Dec 2023
19 Dec 2023
26 Dec 2023
19 Dec 2023
Amount
Earth work in excavation by mechanical means (hydraulic excavator manual means in foundation trenches or drains (not exceeding 1.5m width or 10 sqm on plan) , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m : All kinds of soil
Close timbering in trenches including strutting , shoring and packing cavities (wherever required) completed (measurements to be taken of the face area timbered ) :Depth not exceeding 1.5 m
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Concrete Work : providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. :: 1:5:10 ( 1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :: 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :: 1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :: Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of cantering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for ::Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for :: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for :: Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for :: Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. :: Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. :: Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
MASONRY WORK: : Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. :: Cement mortar 1:3 (1 cement :3 coarse sand)
WOOD AND P.V.C. WORK :: Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. :: Fixed to openings /wooden frames with rawl plugs screws etc.
FINISHING :: 15 mm cement plaster on the rough side of single or half brick wall ::1 cement: 4 fine sand
Finishing walls with Acrylic Smooth exterior paint of required shade :: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
DISMANTLING AND DEMOLISHING :: Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :: In cement mortar
S S MURWAHA
GYAN GANGA ASSOCIATES
Maa Jwala Traders
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