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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-Finance | ₹4.0 L | L1 | Accepted-Finance Accepted being L1 |
| 2 | L2₹4.2 L+₹20,056.20 (5.02%)Rejected-Finance | ₹4.2 L+₹20,056.20 (5.02%) | L2 | Rejected-Finance Rejected being L2 |
| 3 | L3₹4.3 L+₹32,371 (8.10%)Rejected-Finance | ₹4.3 L+₹32,371 (8.10%) | L3 | Rejected-Finance Rejected being L3 |
| 4 | L4₹4.4 L+₹41,818 (10.5%)Rejected-Finance | ₹4.4 L+₹41,818 (10.5%) | L4 | Rejected-Finance Rejected being L4 |
| 5 | L5₹4.6 L+₹59,219.50 (14.8%)Rejected-Finance | ₹4.6 L+₹59,219.50 (14.8%) | L5 | Rejected-Finance Rejected being L5 |
| Sl No | Description | Qty | Unit | M/S BISWAJEET KANDI L2 | PRIYABRATA LENKA L1 | BIBEKANANDA PATRA L3 | DIBYARANJAN MOHAPATRA L5 | SOUMYA RANJAN MOHAPATRA L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Sub-Head : Concrete Work | ||||||||
| 1.01Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : | ||||||||
| 1.02 | 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) | 1.5 | One Cubic Metre | 9,000 ₹13,500 Lowest | 9,000 ₹13,500 Lowest | 12,000 ₹18,000 | 10,900 ₹16,350 | 11,000 ₹16,500 |
| 2.00Sub-Head : Reinforced Cement Concrete | ||||||||
| 2.01 | 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). | 0.3 | One Cubic Metre | 800 ₹240 Lowest | 9,000 ₹2,700 | 11,000 ₹3,300 | 1,050 ₹315 | 1,000 ₹300 |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for : | ||||||||
| 3.01 | Columns, Pillars, Piers, Abutments, Posts and Struts | 10 | One Square Metre | 750 ₹7,500 | 800 ₹8,000 | 1,000 ₹10,000 | 790 ₹7,900 | 700 ₹7,000 Lowest |
| 4.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | ||||||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 25 | One Kilogram | 90 ₹2,250 | 90 ₹2,250 | 75 ₹1,875 Lowest | 100 ₹2,500 | 85 ₹2,125 |
| 5.00 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | 4 | One Square Metre | 650 ₹2,600 | 300 ₹1,200 | 250 ₹1,000 Lowest | 800 ₹3,200 | 750 ₹3,000 |
Tender Value
₹4.4 L
EMD Value
₹8,746
Closing Date
9 Mar 2026, 3:00 pmClosed
Nodal Officer (Tender)
3rd floor DSB Unit 9 BBSR 22
Supplying, fabrication and erection of 3 nos 9 mtr roof top pole on building terrace with provision of earthing OD bed at Sai krupa Residential college under BSNL BA, Dhenkanal .
2026_BSNL_268908_1
54/CE(C)/2025-26/BCD/CTC
Open Tender
Civil Works
Item Rate
30 days
Sai Krupa DKL
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
Accounts Officer (Cash) BSNL O/oPGMTD Cuttack
₹8,746
Yes
25 Jul 2026
26 Feb 2026
10 Mar 2026
26 Feb 2026
9 Mar 2026
26 Feb 2026
26 Feb 2026 - 9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sub-Head : Concrete Work | |||||
| 1.01 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : | - | - | - | - |
| 1.02 | 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) | - | One Cubic Metre | - | - |
| 2Sub-Head : Reinforced Cement Concrete | |||||
| 2.01 | 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). | - | One Cubic Metre | - | - |
| 3Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 3.01 | Columns, Pillars, Piers, Abutments, Posts and Struts | - | One Square Metre | - | - |
| 4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | |||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | One Kilogram | - | - |
| 5Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | |||||
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