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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹62.3 LAdmitted-Finance 1103 ARUNAACHAL BUILDING 19 BARAKHAMBA ROAD NEW DELHI 110001 | NEW DELHI | DELHI | 110001 | -9.00% | ₹62.3 L | L1 | Admitted-Finance |
| 2 | L2₹63.5 L+₹1.2 L (1.92%)Admitted-Finance 109 IIND FLOOR MADANGIR VILLAGE NEW DELHI 110 062 | SOUTH | DELHI | 110062 | -7.25% | ₹63.5 L+₹1.2 L (1.92%) | L2 | Admitted-Finance |
| 3 | L3₹63.6 L+₹1.4 L (2.19%)Admitted-Finance NULL | -7.01% | ₹63.6 L+₹1.4 L (2.19%) | L3 | Admitted-Finance |
| 4 | L4₹71.8 L+₹9.6 L (15.4%)Admitted-Finance 307 AGGARWAL PLAZA L S C CU BLOCK PITAMPURA DELHI 110088 | NORTH | DELHI | 110088 | +5.00% | ₹71.8 L+₹9.6 L (15.4%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Not complied with technical specification |
Tender Value
₹68.4 L
EMD Value
₹1.4 L
Closing Date
1 Jul 2026, 11:00 amClosed
Superintending Archaeologist
Archaeological Survey of India, Delhi Circle,3rd Floor, GPO Complex, Puratatava Bhawan, Block-D, I.N.A., New Delhi-110023
For execution of work namely Repair and Upgradation of surrounding area of Chaumukha Gate Delhi
2026_ASI_914536_1
13/06/2026-W
Open Tender
Civil Works - Others
Works
90 days
Qutub Minar
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.4 L
Yes
27 Jul 2026
24 Jun 2026
2 Jul 2026
24 Jun 2026
1 Jul 2026
24 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Work | - | - | - | - |
| 2 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 472.5 | Sqm | 131.75 | ₹62,251.88 |
| - | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge | 1,702 | Sqm | 199.35 | ₹3,39,293.7 |
| - | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 127.66 | Cum | 2,123.75 | ₹2,71,117.93 |
| - | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 166.9 | Cum | 700.5 | ₹1,16,913.45 |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 28.56 | Cum | 260.3 | ₹7,434.17 |
| - | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 1,733.5 | Sqm | 34.15 | ₹59,199.02 |
| - | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 9.72 | Cum | 10,117.6 | ₹98,343.07 |
| - | Providing and laying factory made chamfered edge Cement Concrete green paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. | 1,669 | Sqm | 1,091.5 | ₹18,21,713.5 |
| - | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 15.9.2 In cement mortar | 28 | Cum | 2,458.95 | ₹68,850.6 |
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