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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.6 LAccepted-AOC NALBARI SATRA NALBARI P O CHOWKBAZAR PS NALBARI DISTRICT NALBARI | L1 | Accepted-AOC Awarded | |
| 2 | L2₹42.2 L+₹2.6 L (6.64%)Rejected-Finance TALUKDAR KARIMGANJ NORTH KARIMGANJ SOUTH TERRITORIAL ROAD DIVISION KARIMGANJ | L2 | Rejected-Finance As per Minutes dated30-06-2025 | |
| 3 | L2₹42.2 L+₹2.6 L (6.64%)Rejected-Finance NAZARITILLA GP KARNAMADHU SRIBHUMI | L2 | Rejected-Finance As per Minutes dated30-06-2025 | |
| 4 | L3₹46.7 L+₹7.1 L (17.9%)Rejected-Finance BAGADAHAR PATHARKANDI SRIBHUMI ASSAM | L3 | Rejected-Finance As per Minutes dated30-06-2025 | |
| 5 | Rejected-Technical PATHARKANDI DIST SRIBHUMI | KARIMGANJ | ASSAM | 788152 | - | Rejected-Technical Failed to submit requisite documents |
Tender Value
₹46.9 L
EMD Value
₹93,842
Closing Date
27 Mar 2024, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Managing director
O/o the Managing Director, ASTC, Paltanbazar
Repairing of Yard at ASTC Karimganj Station
2024_ASTC_36958_1
ASTC/CE/89/829/Pt-II/944
Open Tender
Civil Works
Item Rate
90 days
Karimganj
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹93,842
Yes
O/o the Managing Director
5 Aug 2025
7 Mar 2024
28 Mar 2024
7 Mar 2024
27 Mar 2024
18 Mar 2024
14 Mar 2024
Amount
Construction of granular sub-base by providing close gradedMaterial conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
Cement Concrete Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level Cement Concrete Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%).
For Drain work
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 All kinds of soil
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks
Cement Concrete Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%).
RCC.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 de rived from natural sources)
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.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
For Drain Top Slab
RCC.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 de rived from natural sources)
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.
SAMSUL HOQUE CHOUDHURY
SUPRIYO DAS
KRISHNA DEBNATH
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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details.html
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