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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹1.7 CrAccepted-AOC | ₹1.7 Cr | LI | Accepted-AOC Successful Bidder |
| 2 | LII₹1.7 CrRejected-Finance | ₹1.7 Cr | LII | Rejected-Finance 2nd lowest bidder |
| 3 | LIII₹1.7 CrRejected-Finance | ₹1.7 Cr | LIII | Rejected-Finance 3rd lowest bidder |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
22 Jan 2024, 2:00 pmClosed
Superintending Engineer
O/o the SE PWD Nalbari Bldg Circle, Nalbari
Construction of Brick Boundary wall with Iron gates etc at Barpeta Polytechnic Part I under SOPD G during the year 2023 24
2024_PWBNH_35355_1
SE(N)/DNIT/20/2023-24/Pt/362
Open Tender
Civil Works - Building
Item Wise
180 days
Barpeta
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,000
Yes
₹3.3 L
Yes
O/o the SE PWD Nalbari Bldg Circle, Nalbari
1 Feb 2024
9 Jan 2024
22 Jan 2024
9 Jan 2024
22 Jan 2024
9 Jan 2024
18 Jan 2024
Amount
Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.1 400 mm dia piles
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
Demolishing R.C.C work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer - in charge.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 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. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removalof form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 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 : 5.2.2 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)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
15 mm cement plaster on the rough side of single or half brick eall of mix 13.2.1 1:4 (1 cement : 4 fine sand)
20 mm cement plaster : 13.3.1 1:4 (1 cement : 4 fine sand)
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
Finishing walls with water proofing cement paint of required shade : 3.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
BIPUL CH. DAS
Dipen Chandra Das
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