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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Not fulfilled the technical eligibility criteria as per TER. |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not fulfilled the technical eligibility criteria as per TER. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not fulfilled the technical eligibility criteria as per TER. |
| 5 | Rejected-Technical 134 ABHISHEK SEN CHOWDHURY KALIBARI ROAD NEAR DMC OFFICE DIMAPUR NAGALAND 797112 | DIMAPUR | NAGALAND | 797112 | - | - | Rejected-Technical Not fulfilled the technical eligibility criteria as per TER. |
| Sl No | Description | Qty | Unit | Nilakhi Kakati L1 |
|---|---|---|---|---|
| 1.00Execution of works | ||||
| 1.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.66 | cum | 7,000 ₹32,620 Lowest |
| 1.02 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars | 13,580.73 | kg | 105 ₹14,25,976.65 Lowest |
| 1.03 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M30 grade with minimum cement content of 350 kg /cum | 110.38 | cum | 9,400 ₹10,37,572 Lowest |
| 1.04 | Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults up to 6 m span | 388 | sqm | 2,000 ₹7,76,000 Lowest |
| 1.05 | 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. | 5,550 | cum | 650 ₹36,07,500 Lowest |
| 1.06 | Provision for fixing of special size bricks (25x17x4 cm) to the arch ceiling of the vaulted passage and pathways inside with 70 % new bricks and 30% old bricks from site | 24.8 | cum | 15,000 ₹3,72,000 Lowest |
| 1.07 | 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 1:4 (1 cement : 4 coarse sand) | 31.09 | cum | 9,000 ₹2,79,810 Lowest |
| 1.08 | Provision for pointing & edging of the walls etc. with lime-sand-surkhi mortar (1:1:1) mixing with organic materials after racking the joints of wall surface including cleaning, washing etc. complete | 501.42 | sqm | 450 ₹2,25,639 Lowest |
| 1.09 | Provision for laying of EPDM sheets on the dome surface of maidam no. 2. | 1,600 | sqm | 350 ₹5,60,000 Lowest |
Tender Value
₹1.0 Cr
EMD Value
₹2.6 L
Closing Date
3 May 2025, 6:00 pmClosed
SA, ASI, Guwahati Circle.
Office of the Superintending Archaeologist, Archaeological Survey of India, Guwahati Circle, 5th Floor, West End Block, HOUSEFED Complex Beltola -Basistha Road, Guwahati -781006
Please refer tender documents.
2025_ASI_857964_1
2/179-w(pT-i)/2023-24-247
Open Tender
Civil Works - Others
Works
150 days
Charaideo, Assam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹2.6 L
Yes
ASI, Guwahati Circle, Office
17 Jun 2025
26 Apr 2025
5 May 2025
26 Apr 2025
3 May 2025
26 Apr 2025
30 Apr 2025
Amount
Execution of works
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M30 grade with minimum cement content of 350 kg /cum
Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults up to 6 m span
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.
Provision for fixing of special size bricks (25x17x4 cm) to the arch ceiling of the vaulted passage and pathways inside with 70 % new bricks and 30% old bricks from site
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 1:4 (1 cement : 4 coarse sand)
Provision for pointing & edging of the walls etc. with lime-sand-surkhi mortar (1:1:1) mixing with organic materials after racking the joints of wall surface including cleaning, washing etc. complete
Provision for laying of EPDM sheets on the dome surface of maidam no. 2.
Provision for transportation and carriage of construction materials from entrance gate by head load (more than 200mtrs)
Provision for electrification of the vaulted passages with all necessary wires, bulbs, switches, MCB etc. complete in all respect.
Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work
Provision for installation of HVAC inside the vault passage of Moidam no. 2
Welding and bending of arch and slab reinforcements by gas or electric plant including transportation of plant at site etc. complete. Area of double reinforced slab = 40.00 x 7.20 m
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