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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | ₹7.1 L | L1 | Accepted-AOC Lowest responsive bidder |
| 2 | L2₹8.0 LRejected-Finance AT HARIPUR SAHOO BHAWAN PLOT NO 1174 1862 ADAL PURI ODISHA 752019 | KHORDHA | ODISHA | 752019 | ₹8.0 L | L2 | Rejected-Finance Quoted more than lowest responsive bidder |
Tender Value
₹8.9 L
EMD Value
₹17,900
Closing Date
4 Jun 2026, 12:30 pmClosed
EXECUTIVE ENGINEER(CIVIL)
AIIMS BHUBANESWAR
Provision of Temporary sheds for shops inside Housing Complex, AIIMS, Bhubaneswar.
2026_AIIMO_909629_1
AIIMS/BBSR/Engg./003/2026-27
Open Tender
Civil Works
Percentage
60 days
AIIMS BHUBANESWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹17,900
28 Aug 2026
21 May 2026
5 Jun 2026
21 May 2026
4 Jun 2026
21 May 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 | 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. | 65 | Sqm | 138.45 | ₹8,999.25 |
| 2 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 22 | Cum | 186.53 | ₹4,103.66 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 22 | Cum | 205.97 | ₹4,531.34 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 4.2 | Cum | 2,231.72 | ₹9,373.22 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level includingmixing,hoisting,laying,consolidating, curing, etc. all complete as per direction of EIC. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 6 | Cum | 7,158.33 | ₹42,949.98 |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.3 | Cum | 9,505.63 | ₹12,357.32 |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.7 | Cum | 12,090.44 | ₹8,463.31 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 180 | Kg | 113.34 | ₹20,401.2 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete. | 29 | Sqm | 412.08 | ₹11,950.32 |
| 10 | Brick work with non modular flyash brick confirming to IS:12894 of compressive strength in foundation and plinth in :Cement mortar 1:4 (1 cement : 4 coarse sand) | 4 | Cum | 7,580.52 | ₹30,322.08 |
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