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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.1 LAccepted-Finance | ₹29.1 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹30.9 L+₹1.8 L (6.26%)Rejected-Finance JAIPUR | JAIPUR | RAJASTHAN | 302001 | ₹30.9 L+₹1.8 L (6.26%) | L2 | Rejected-Finance Highest rate from L1 |
| 3 | Rejected-Technical 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 | - | - | Rejected-Technical Hard copy of Declaration format and EMD/Copy of MSME certificate not submitted by contractor in this office. Hence technically not Accepted. |
| 4 | Rejected-Technical 218 2ND FLOOR U S COMPLEX 120 MATHURA ROAD NEW DELHI 110076 | SOUTH | DELHI | 110076 | - | - | Rejected-Technical Hard copy of Declaration EMD copy MSME certificate not submitted by contractor in this office. |
| 5 | Rejected-Technical MADHAVI NAGAR GADAI PURA A B ROAD GWALIOR DIST GWALIOR M P | GWALIOR | MADHYA PRADESH | 474001 | - | - | Rejected-Technical Hard copy of declaration format and EMD not submitted by contractor in this office |
| Sl No | Description | Qty | Unit | PRAVEEN AND COMPANY L2 | Baba Construction L1 |
|---|---|---|---|---|---|
| 1.00Execution of work | |||||
| 1.01 | 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) | 65 | Cum | 630 ₹40,950 | 568 ₹36,920 Lowest |
| 1.02 | 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. | 21 | Cum | 6,670 ₹1,40,070 | 6,351 ₹1,33,371 Lowest |
| 1.03 | 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. | 42 | Cum | 7,190 ₹3,01,980 | 6,598 ₹2,77,116 Lowest |
| 1.04 | 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. | 7.5 | Cum | 8,410 ₹63,075 | 8,001 ₹60,007.5 Lowest |
| 1.05 | Provision of 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. | 588.75 | kg | 108 ₹63,585 | 102 ₹60,052.5 Lowest |
| 1.06 | Provision of 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. | 49.2 | Sqm | 755 ₹37,146 | 658 ₹32,373.6 Lowest |
| 1.07 | Provision of 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. | 35 | Cum | 10,400 ₹3,64,000 | 9,451 ₹3,30,785 Lowest |
| 1.08 | Supply and fixing of MS grill fencing on the boundary wall for safety and security of the site with MS angle 40x40x5mm vertical post and same size angle horizontal support of top middle and bottom for adjoining the frame 12 mm dia bar with arrow headed on top and placed vertically at a distance of 100 mm c/c and fixed together by nut bolt etc complete as per design/drawing attached. (Grill Panel size 2.00x1.50 mtr). | 68 | Rmt | 5,600 ₹3,80,800 | 5,100 ₹3,46,800 Lowest |
| 1.09 | Provision for fixing M.S. Gate with two leaf with angle iron 40x40x5 mm, flat iron 40x5 mm and 12 mm dia bars with arrow headed on top and placed vertically at a distance of 100mm c/c fabricated as per design/drawing attached including all the supply of materials fabrication and fixing of the same. Required proper completion of work at the site. (Size 2.00 x 1.80 mtr) | 1 | No | 22,010 ₹22,010 | 20,001 ₹20,001 Lowest |
Tender Value
₹30.6 L
EMD Value
₹61,164
Closing Date
25 Jun 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_912604_1
5-3/59/2025-26-JHI-C
Open Tender
Civil Works
Works
90 days
Jhansi
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹61,164
Yes
4 Aug 2026
11 Jun 2026
26 Jun 2026
11 Jun 2026
25 Jun 2026
11 Jun 2026
11 Jun 2026 - 17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Execution of work | |||||
| 1.01 | 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) | 65 | Cum | - | - |
| 1.02 | 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. | 21 | Cum | - | - |
| 1.03 | 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. | 42 | Cum | - | - |
| 1.04 | 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. | 7.5 | Cum | - | - |
| 1.05 | Provision of 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. | 588.75 | kg | - | - |
| 1.06 | Provision of 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. | 49.2 | Sqm | - | - |
| 1.07 | Provision of 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. | 35 | Cum | - | - |
| 1.08 | Supply and fixing of MS grill fencing on the boundary wall for safety and security of the site with MS angle 40x40x5mm vertical post and same size angle horizontal support of top middle and bottom for adjoining the frame 12 mm dia bar with arrow headed on top and placed vertically at a distance of 100 mm c/c and fixed together by nut bolt etc complete as per design/drawing attached. (Grill Panel size 2.00x1.50 mtr). | 68 | Rmt | - | - |
| 1.09 | Provision for fixing M.S. Gate with two leaf with angle iron 40x40x5 mm, flat iron 40x5 mm and 12 mm dia bars with arrow headed on top and placed vertically at a distance of 100mm c/c fabricated as per design/drawing attached including all the supply of materials fabrication and fixing of the same. Required proper completion of work at the site. (Size 2.00 x 1.80 mtr) | 1 | No | - | - |
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