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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹2.9 L (0.88%)Admitted-Finance | ₹3.4 Cr+₹2.9 L (0.88%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
| 4 | Rejected-Technical MAHAVIR NAGAR SAMANTARAPUR BHUBANESWAR 2 | KHORDHA | ODISHA | 751001 | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | RAM KISHOR JHA L2 | MAA SHARDA CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | 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 for all lift, as directed by Engineer-incharge in All kinds of soil | 2,576.7 | Cum | 290 ₹7,47,243 | 270 ₹6,95,709 Lowest |
| 2.00 | Provision for taking out of damaged slab floor from the pathway stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead | 1,904 | M2 | 390 ₹7,42,560 | 360 ₹6,85,440 Lowest |
| 3.00 | Dismantling cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 285.6 | cum | 2,610 ₹7,45,416 | 2,600 ₹7,42,560 Lowest |
| 4.00 | Provision for raking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for re-pointing / refilling of joints, including disposal of rubbish to the dumping ground within 50 metre lead. | 155 | M2 | 150 ₹23,250 | 125 ₹19,375 Lowest |
| 5.00 | Provision for providing recess pointing with use of traditional mortar of racked joints | 155 | M2 | 470 ₹72,850 | 460 ₹71,300 Lowest |
| 6.00 | 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) | 429.45 | cum | 7,510 ₹32,25,169.5 | 7,500 ₹32,20,875 Lowest |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 429.45 | cum | 8,050 ₹34,57,072.5 | 8,000 ₹34,35,600 Lowest |
| 8.00 | Provision for providing and laying 100 mm thick sand stone slabs fine dressed on all five faces over bedding in cement mortar 1:6 including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade | 3,469 | M2 | 7,060 ₹2,44,91,140 | 7,017 ₹2,43,41,973 Lowest |
Tender Value
₹3.2 Cr
EMD Value
₹8.0 L
Closing Date
2 Jan 2026, 3:00 pmClosed
Superintending Archaeologist, ASI, Raipur
1st floor, Govind Sarang Complex, New Rajendra Nagar, Raipur-492001
SR (MC and EW)to Laxman Temple, Sirpur, Village- Sirpur, Distt-Mahasamund. For details please refer tender document.
2025_ASI_889737_1
15-1/433/25-26-W
Open Tender
Civil Works
Works
120 days
Sirpur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹8.0 L
Yes
ASI, Raipur Circle
25 Jul 2026
12 Dec 2025
5 Jan 2026
12 Dec 2025
2 Jan 2026
12 Dec 2025
12 Dec 2025 - 2 Jan 2026
1 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 for all lift, as directed by Engineer-incharge in All kinds of soil | 1 | Cum | - | - |
| 2 | Provision for taking out of damaged slab floor from the pathway stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead | - | M2 | - | - |
| 3 | Dismantling cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
| 4 | Provision for raking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for re-pointing / refilling of joints, including disposal of rubbish to the dumping ground within 50 metre lead. | - | M2 | - | - |
| 5 | Provision for providing recess pointing with use of traditional mortar of racked joints | - | M2 | - | - |
| 6 | 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) | 1 | cum | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 8 | Provision for providing and laying 100 mm thick sand stone slabs fine dressed on all five faces over bedding in cement mortar 1:6 including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade | - | M2 | - | - |
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