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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-Finance | ₹1.6 Cr | L1 | Accepted-Finance Being L1 |
| 2 | L2₹1.7 Cr+₹3.9 L (2.39%)Rejected-Finance WARD NO 11 MAHAVIRPURA MADIA TEHSIL PRITHVIPUR DISTRICT NIWADI M P 472338 | 472338 | ₹1.7 Cr+₹3.9 L (2.39%) | L2 | Rejected-Finance Highest rate from L1 |
| 3 | L3₹1.8 Cr+₹11.7 L (7.18%)Rejected-Finance | ₹1.8 Cr+₹11.7 L (7.18%) | L3 | Rejected-Finance Highest rate from L2 |
| 4 | L4₹1.8 Cr+₹16.6 L (10.1%)Rejected-Finance 6 VISHNU SHREYA COMPLEX PLOT NO 87 87 A SECTOR 50 E OFF PALM BEACH ROAD SEAWOODS NERUL WEST NAVI MUMBAI 400706 | THANE | MAHARASHTRA | 400706 | ₹1.8 Cr+₹16.6 L (10.1%) | L4 | Rejected-Finance Highest rate from L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not qualified due to forged/fake documents. |
| Sl No | Description | Qty | Unit | arcoma L4 | DBS Engineers Pvt. Ltd. L1 | SUNIL RAWAT THEKEDAR L2 | M/S SAAKAR CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00Execution of work | |||||||
| 1.01 | Clearing jungle, wild growth including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 4,200 | Sqm | 15 ₹63,000 | 16 ₹67,200 | 16.27 ₹68,334 | 7.25 ₹30,450 Lowest |
| 1.02 | Earth work in excavation by manual means in foundation of boundary wall (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil. | 300 | Cum | 23 ₹6,900 Lowest | 240 ₹72,000 | 240.62 ₹72,186 | 300 ₹90,000 |
| 1.03 | Earth work in excavation by manual means in foundation of boundary wall (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Ordinary rock. | 300 | Cum | 590 ₹1,77,000 | 585 ₹1,75,500 | 585.1 ₹1,75,530 | 240 ₹72,000 Lowest |
| 1.04 | Providing and laying cement concrete 1:4:8 (1 cement : 4 Coarse sand :8 stone aggregate of 20 mm nominal size) in foundation of boundary wall including ramming compacting and curing etc complete. | 80 | Cum | 6,610 ₹5,28,800 | 6,297 ₹5,03,760 Lowest | 6,297.01 ₹5,03,760.8 | 7,090 ₹5,67,200 |
| 1.05 | Random rubble masonry with cement mortar 1:6 (1 cement : 6 coarse sand) in foundation and plinth of boundary wall 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 etc complete. | 525 | Cum | 7,100 ₹37,27,500 | 6,260 ₹32,86,500 Lowest | 6,758.52 ₹35,48,223 | 9,450 ₹49,61,250 |
| 1.06 | Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in plinth of wall excluding the cost of cantering, shuttering, finishing and reinforcement etc complete. | 72 | Cum | 8,200 ₹5,90,400 | 7,934 ₹5,71,248 | 7,282.89 ₹5,24,368.08 Lowest | 9,460 ₹6,81,120 |
| 1.07 | 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. | 5,652 | Kg | 100 ₹5,65,200 | 97 ₹5,48,244 Lowest | 99 ₹5,59,548 | 120 ₹6,78,240 |
| 1.08 | Form work of cantering and shuttering including strutting, propping etc and removal of form for roof height of 3 mtr height including labour and material etc complete for Plinth beam. | 420 | Sqm | 690 ₹2,89,800 | 680 ₹2,85,600 | 680.73 ₹2,85,906.6 | 590 ₹2,47,800 Lowest |
| 1.09 | Coursed rubble masonry of boundary wall in cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone (first sort) in superstructure above plinth level etc complete. | 342 | Cum | 10,345 ₹35,37,990 | 9,197 ₹31,45,374 Lowest | 9,929.72 ₹33,95,964.24 | 9,500 ₹32,49,000 |
Tender Value
₹1.8 Cr
EMD Value
₹3.7 L
Closing Date
7 Jul 2026, 2:00 pmClosed
Superintending Archaeologist
Office of the Superintending Archaeologist, Archaeological Survey of India, Jhansi Circle, Rani Mahal, Jhansi, Uttar Pradesh 284002
As per tender document
2026_ASI_913248_1
5-9/01/2025-26-MHA-C
Open Tender
Civil Works
Works
180 days
Jhansi
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹3.7 L
Yes
24 Aug 2026
16 Jun 2026
8 Jul 2026
16 Jun 2026
7 Jul 2026
16 Jun 2026
16 Jun 2026 - 29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Execution of work | |||||
| 1.01 | Clearing jungle, wild growth including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 4,200 | Sqm | - | - |
| 1.02 | Earth work in excavation by manual means in foundation of boundary wall (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil. | 300 | Cum | - | - |
| 1.03 | Earth work in excavation by manual means in foundation of boundary wall (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Ordinary rock. | 300 | Cum | - | - |
| 1.04 | Providing and laying cement concrete 1:4:8 (1 cement : 4 Coarse sand :8 stone aggregate of 20 mm nominal size) in foundation of boundary wall including ramming compacting and curing etc complete. | 80 | Cum | - | - |
| 1.05 | Random rubble masonry with cement mortar 1:6 (1 cement : 6 coarse sand) in foundation and plinth of boundary wall 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 etc complete. | 525 | Cum | - | - |
| 1.06 | Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in plinth of wall excluding the cost of cantering, shuttering, finishing and reinforcement etc complete. | 72 | Cum | - | - |
| 1.07 | 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. | 5,652 | Kg | - | - |
| 1.08 | Form work of cantering and shuttering including strutting, propping etc and removal of form for roof height of 3 mtr height including labour and material etc complete for Plinth beam. | 420 | Sqm | - | - |
| 1.09 | Coursed rubble masonry of boundary wall in cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone (first sort) in superstructure above plinth level etc complete. | 342 | Cum | - | - |
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