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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 CrAccepted-AOC GALIAHATI DIST BARPETA 781301 | BARPETA | ASSAM | 781301 | ₹7.1 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹748.4 Cr+₹741.3 Cr (10413.6%)Rejected-Finance | ₹748.4 Cr+₹741.3 Cr (10413.6%) | L2 | Rejected-Finance Higher Bid value |
| 3 | L3₹8.1 Cr+₹97.8 L (13.7%)Rejected-Finance BARPETA | BARPETA | ASSAM | 781301 | ₹8.1 Cr+₹97.8 L (13.7%) | L3 | Rejected-Finance Highest Bid Value |
| 4 | Rejected-Technical BARUA MARKET TRP ROAD FENCY BAZAR GUWAHATI 781001 | KAMRUP METRO | ASSAM | 781001 | - | - | Rejected-Technical Bidder is found non responsive in technical bid |
| 5 | Rejected-Technical 4TH FLOOR MONAL TOWER NEAR SBI DISPUR DISPUR GUWAHATI 781006 ASSAM | KAMRUP METRO | ASSAM | 781006 | - | - | Rejected-Technical Bidder is found non responsive in technical bid |
| Sl No | Description | Qty | Unit | M/s Macrocosm Builders L2 | KANAKESH DAS L1 | PANKAJ KHANIKAR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth Filling of land | 1,40,132.68 | cum | 350 ₹4,90,46,438 | 332 ₹4,65,24,049.76 Lowest | 360 ₹5,04,47,764.8 |
| 2.00 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stump. Cutting of trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable material byroots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Girth above 300 mm to 600 mm | 25 | each | 1,000 ₹25,000 | 750 ₹18,750 Lowest | 1,100 ₹27,500 |
| 3.00 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stump.Cutting of trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable material byroots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Girth above 600 mm to 900 mm | 20 | each | 1,000 ₹20,000 | 750 ₹15,000 Lowest | 1,100 ₹22,000 |
| 4.00 | Earth work in excavation by mechanical means Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 1,638 | cum | 200 ₹3,27,600 | 200 ₹3,27,600 | 150 ₹2,45,700 Lowest |
| 5.00 | PCC : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 252 | cum | 6,500 ₹16,38,000 | 6,500 ₹16,38,000 | 6,000 ₹15,12,000 Lowest |
| 6.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 2,856 | cum | 5,000 ₹1,42,80,000 Lowest | 5,500 ₹1,57,08,000 | 6,500 ₹1,85,64,000 |
| 7.00 | 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 | 28,513.3 | Kg | 95 ₹27,08,763.5 | 90 ₹25,66,197 Lowest | 100 ₹28,51,330 |
| 8.00 | 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) | 292.68 | cum | 6,000 ₹17,56,080 Lowest | 6,400 ₹18,73,152 | 6,500 ₹19,02,420 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundation, footings,bases of colums, etc. for mass concrete | 863.52 | sqm | 400 ₹3,45,408 | 300 ₹2,59,056 Lowest | 450 ₹3,88,584 |
| 10.00 | Brick work 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 in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 342.97 | cum | 7,500 ₹25,72,275 | 7,000 ₹24,00,790 Lowest | 8,000 ₹27,43,760 |
Tender Value
₹7.1 Cr
EMD Value
₹14.3 L
Closing Date
23 Feb 2026, 2:00 pmClosed
Managing Director
ASIDC Ltd., Bamunimaidam, Guwahati - 21
Construction of Rubble Masonry Boundary Wall and Development of Land by earth filling for setting up a New Industrial Estate Chapor, Dhubri under ASIDC Ltd.
2026_ICD_50963_1
SIDC/CD/MSME/2075/2023-24/8689
Open Tender
Civil Works
Works
180 days
Vill Jamduar Chapor Dhubri Assam
Please refer Tender documents.
3 documents required · 3 mandatory
₹14,250
Yes
₹14.3 L
Yes
16 Jun 2026
9 Feb 2026
23 Feb 2026
9 Feb 2026
23 Feb 2026
12 Feb 2026
Earth Filling of land
Cutting of Trees including Cutting of Trunks, Branches and Removal of Stump. Cutting of trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable material byroots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Girth above 300 mm to 600 mm
Cutting of Trees including Cutting of Trunks, Branches and Removal of Stump.Cutting of trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable material byroots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Girth above 600 mm to 900 mm
Earth work in excavation by mechanical means Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
PCC : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
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
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)
Centering and shuttering including strutting, propping etc. and removal of form for Foundation, footings,bases of colums, etc. for mass concrete
Brick work 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 in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
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