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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance VILL PANBARI BAZAR PO PANBARI DIST CHIRANG BTC ASSAM | CHIRANG | ASSAM | 783372 | Admitted-Finance |
| 2 | Admitted-Finance ACCREDITED ENGINEER BOROBAZAR T D BLOCK | JALPAIGURI | WEST BENGAL | 734001 | Admitted-Finance |
| 3 | Rejected-Technical | Rejected-Technical Rejected |
| 4 | Rejected-Technical | Rejected-Technical Rejected |
| 5 | Rejected-Technical | Rejected-Technical Rejected |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
1 Feb 2025, 12:00 pmClosed
Executive Engineer(Agri), Kokrajhar
Executive Engineer(Agri), Kokrajhar
Construction of covered threshing floor in BTAD area under RKVY-Raftaar for the year,2024-25
2025_BoTC_42024_1
No. EE(Agri)/Koj/BTC/e-Tender/ 2024-25/2408, dtd. 09/01/2025
Open Tender
Civil Works
Works
180 days
Executive Engineer(Agri)
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
₹50,000
Yes
12 Dec 2025
10 Jan 2025
1 Feb 2025
10 Jan 2025
1 Feb 2025
11 Jan 2025
11 Jan 2025 - 30 Jan 2025
Amount
Civil Works
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars
Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
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 : 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 de rived from natural sources)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Guard Wall 12 mm cement plaster of mix : 13.4.2 1:6 (1 cement: 6 coarse sand) 15 mm cement plaster on rough side of single or half brick wall of mix: 13.5.2 1:6 (1 cement: 6 coarse sand)
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.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite 2.35 treatment (excluding the cost of chemical emulsion) : 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level: 4.1.2 1:1 1/2:3 (1 Cement 1 1/2 coarse sand (zone-III) derived from natural sources :3 graded stone aggregate 20mm nominal size derived from natural source)
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12 mm cement plaster
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.3 Electric resistance or induction butt welded tubes Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m²
MINISWRANG BASUMATARY (BID ID -257443)
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