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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.0 LAdmitted-Finance | -24.56% | ₹18.0 L | L1 | Admitted-Finance |
| 2 | L2₹19.1 LAdmitted-Finance PLOT NO 351 JAYADEV VIHAR BHUBANESWAR KHORDHA ODISHA 751013 | BHUBANESWAR | KHORDHA | ODISHA | 751013 | -20.10% | ₹19.1 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Certificates of Work Experience as required as per e-NIT clause no. 15 I c, Page No.-05 has not been submitted. |
Tender Value
₹23.9 L
EMD Value
₹47,713
Closing Date
30 Apr 2026, 12:30 pmClosed
EXECUTIVE ENGINEER(CIVIL)
AIIMS BHUBANESWAR
Construction of Temporary shed for RO Plant and Pipe connections from pump house to PG and UG hostel of Housing Complex, AIIMS, Bhubaneswar (Balance work).
2026_AIIMO_905517_1
AIIMS/BBSR/Engg/001/2026-27
Open Tender
Civil Works
60 days
AIIMS BHUBANESWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹47,713
21 May 2026
16 Apr 2026
2 May 2026
16 Apr 2026
30 Apr 2026
16 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Providing 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) | ||||||
| 2Providing 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | ||||||
| 3Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:4 (1 cement : 4 coarse sand) | ||||||
| 412 mm cement plaster of mix : | ||||||
| 4.1 | 1:4 (1 cement: 4 fine sand) | - | SQM | - | - | Item-5 |
| 5Distempering with ist quality acrylic distemper (ready mixed) having VOC content less than 50 gram /litre of approved manufacture and of required shade and colour all complete to achieve even shade and colour to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gm/litre | ||||||
| 6Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | ||||||
| 7Steel 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. | ||||||
| 8Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | ||||||
| 9Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | ||||||
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BOQ_951788.xls
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