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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹12.6 L+₹1.0 L (8.94%)Admitted-Finance 307 AGGARWAL PLAZA L S C CU BLOCK PITAMPURA DELHI 110088 | NORTH | DELHI | 110088 | L2 | Admitted-Finance | |
| 3 | L3₹12.6 L+₹1.1 L (9.43%)Admitted-Finance 1103 ARUNAACHAL BUILDING 19 BARAKHAMBA ROAD NEW DELHI 110001 | NEW DELHI | DELHI | 110001 | L3 | Admitted-Finance | |
| 4 | L4₹13.1 L+₹1.6 L (13.9%)Admitted-Finance B 3 KRISHNA PARK SOCIETY SAI CHOKDI MANJALPUR VADODARA 390011 | VADODARA | GUJARAT | 390011 | L4 | Admitted-Finance | |
| 5 | L5₹13.2 L+₹1.7 L (14.5%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P A SALES CORPORATION L2 | sovereign enterprise L3 | OM SAI INFRASTRUCTURE L4 | RAJIVBHAI DHANSUKHBHAI SOMPURA L5 | NAGRAJ ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|
| 1.01 | Provision for construction of check walls/ gully plugs in rain cut areas with dry stone masonry using black polyethylene cover to overlapping the stonework to protect against erosion at regular intervals, as per direction of site in charge | 40.52 | cum | 1,770 ₹71,720.4 | 1,750 ₹70,910 | 1,800 ₹72,936 | 1,800 ₹72,936 | 1,658.48 ₹67,201.61 Lowest |
| 1.02 | Provision for maintenance of the earthen slope over the reservoirs by refilling the eroded earth during the monsoon and by dressing to make a uniform slope, as per direction of site in charge | 404.03 | cum | 150 ₹60,604.5 | 120 ₹48,483.6 | 120 ₹48,483.6 | 145 ₹58,584.35 | 108.68 ₹43,909.98 Lowest |
| 1.03 | Provision for chiseling out and removing, piece by piece, the weathered, broken, and dilapidated stonework in a careful manner to make sure serviceable stones can be reused, ensuring no damage to adjacent intact portions of the structure ,as per direction of site in charge | 22.4 | cum | 2,479 ₹55,529.6 | 1,950 ₹43,680 | 2,000 ₹44,800 | 2,150 ₹48,160 | 1,865.16 ₹41,779.58 Lowest |
| 1.04 | “Provision for shifting and proper stacking of the dismantled, weathered, and broken stone blocks at a designated place, ensuring careful handling to avoid further damage, including all leads and lift as per direction of site -in-charge | 16.8 | cum | 1,689 ₹28,375.2 | 1,420 ₹23,856 | 1,500 ₹25,200 | 1,600 ₹26,880 | 1,352.12 ₹22,715.62 Lowest |
| 1.05 | Provision for random rubble masonry with serviceable stone collected and stacked including levelling | 42 | cum | 6,560 ₹2,75,520 | 6,500 ₹2,73,000 | 6,500 ₹2,73,000 | 6,700 ₹2,81,400 | 6,197.1 ₹2,60,278.2 Lowest |
| 1.06 | Provision for pointing to the masonry joints with lime mortar of specified proportion, raking out old joints as required, and finishing neatly to match the existing work, as instructed by site -in-charge | 1,699.5 | smt | 450 ₹7,64,775 | 472 ₹8,02,164 | 500 ₹8,49,750 | 490 ₹8,32,755 | 422.18 ₹7,17,494.91 Lowest |
Tender Value
₹12.2 L
EMD Value
₹30,513
Closing Date
5 Mar 2026, 11:00 amClosed
SA, ASI, Rajkot
Office of the Superintending Archaeologist, Old Collectorate Compound, Rajkot
Conservation works for Eastern and southern reservoir
2026_ASI_897466_2
3C/1(18)/RJT/2025-26/C
Open Tender
Civil Works
Works
90 days
Dholavira, Kutch
as per tender document
2 documents required · 2 mandatory
₹0
₹30,513
Yes
13 Mar 2026
24 Feb 2026
6 Mar 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
24 Feb 2026 - 5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Provision for construction of check walls/ gully plugs in rain cut areas with dry stone masonry using black polyethylene cover to overlapping the stonework to protect against erosion at regular intervals, as per direction of site in charge | 40.52 | cum | - | - |
| 1.02 | Provision for maintenance of the earthen slope over the reservoirs by refilling the eroded earth during the monsoon and by dressing to make a uniform slope, as per direction of site in charge | 404.03 | cum | - | - |
| 1.03 | Provision for chiseling out and removing, piece by piece, the weathered, broken, and dilapidated stonework in a careful manner to make sure serviceable stones can be reused, ensuring no damage to adjacent intact portions of the structure ,as per direction of site in charge | 22.4 | cum | - | - |
| 1.04 | “Provision for shifting and proper stacking of the dismantled, weathered, and broken stone blocks at a designated place, ensuring careful handling to avoid further damage, including all leads and lift as per direction of site -in-charge | 16.8 | cum | - | - |
| 1.05 | Provision for random rubble masonry with serviceable stone collected and stacked including levelling | 42 | cum | - | - |
| 1.06 | Provision for pointing to the masonry joints with lime mortar of specified proportion, raking out old joints as required, and finishing neatly to match the existing work, as instructed by site -in-charge | 1,699.5 | smt | - | - |
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