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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹1.0 L (0.38%)Admitted-Finance | ₹2.7 Cr+₹1.0 L (0.38%) | L2 | Admitted-Finance |
| 3 | 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 | Provision for taking out of Schist 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 | 2,030.63 | M2 | 310 ₹6,29,495.3 Lowest | 310 ₹6,29,495.3 Lowest |
| 2.00 | Demolishing 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) | 313.36 | cum | 2,600 ₹8,14,736 Lowest | 2,600 ₹8,14,736 Lowest |
| 3.00 | 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 | 982.33 | cum | 250 ₹2,45,582.5 Lowest | 250 ₹2,45,582.5 Lowest |
| 4.00 | Provision for providing and laying sand stone slab flooring 100 mm thick with 1:6 CM bedding and 1:2 CM pointing with all smooth surface by fine dressing including all leads & lifts etc complete | 2,073.46 | M2 | 7,100 ₹1,47,21,566 Lowest | 7,100 ₹1,47,21,566 Lowest |
| 5.00 | Provision for Random rubble masonry work with hard stone in superstructure above plinth level and upto floor five level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 90 | cum | 8,300 ₹7,47,000 Lowest | 8,300 ₹7,47,000 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) | 320.87 | cum | 7,600 ₹24,38,612 Lowest | 7,600 ₹24,38,612 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) | 310.39 | cum | 7,950 ₹24,67,600.5 Lowest | 7,950 ₹24,67,600.5 Lowest |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete | 4,549.86 | KG | 110 ₹5,00,484.6 Lowest | 110 ₹5,00,484.6 Lowest |
| 9.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | 28.98 | cum | 10,900 ₹3,15,882 Lowest | 10,900 ₹3,15,882 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, piers, abutments, pillars, posts and struts | 207.4 | M2 | 960 ₹1,99,104 Lowest | 960 ₹1,99,104 Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹6.5 L
Closing Date
27 Jan 2026, 3:00 pmClosed
Superintending Archaeologist, ASI, Raipur
1st floor, Govind Sarang Complex, New Rajendra Nagar, Raipur-492001
SR (MC and EW) for conservation and development of Rajiv Lochan Temple, RajimDistt - Gariaband. For details please refer tender document.
2026_ASI_892789_1
15-1/434/25-26-W
Open Tender
Civil Works
Works
270 days
Rajim
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6.5 L
Yes
ASI, Raipur Circle
24 Jul 2026
7 Jan 2026
28 Jan 2026
7 Jan 2026
27 Jan 2026
7 Jan 2026
7 Jan 2026 - 27 Jan 2026
23 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Provision for taking out of Schist 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 | - | - |
| 2 | Demolishing 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 | - | - |
| 3 | 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 | - | cum | - | - |
| 4 | Provision for providing and laying sand stone slab flooring 100 mm thick with 1:6 CM bedding and 1:2 CM pointing with all smooth surface by fine dressing including all leads & lifts etc complete | - | M2 | - | - |
| 5 | Provision for Random rubble masonry work with hard stone in superstructure above plinth level and upto floor five level with Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 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) | - | 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 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete | 1 | KG | - | - |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, piers, abutments, pillars, posts and struts | - | M2 | - | - |
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