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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Finance | ₹3.0 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAJ ENTERPRISES L1 |
|---|---|---|---|---|
| 1.00Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | ||||
| 1.01 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | 0.5 | One Cum | 15,000 ₹7,500 Lowest |
| 2.00 | 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) : 3 graded stone aggregate 20 mm nominal size). | 4 | One Cum | 13,000 ₹52,000 Lowest |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for : | ||||
| 3.01 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 35 | One Sqm | 400 ₹14,000 Lowest |
| 3.02 | Columns, Pillars, Piers, Abutments, Posts and Struts | 2 | One Sqm | 500 ₹1,000 Lowest |
| 3.03Edges of slabs and breaks in floors and walls | ||||
| 3.04 | Under 20 cm wide | 12 | One Rm | 600 ₹7,200 Lowest |
| 4.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | ||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 650 | One Kg | 120 ₹78,000 Lowest |
Tender Value
₹2.9 L
EMD Value
₹5,733
Closing Date
1 Jul 2026, 6:00 pmClosed
EE(C), BSNL Civil Division, Bikaner
Executive Engineer (C),BSNL Civil Division, Main Telephone Buildng, Civil lines, ,Bikaner -334403
Installation of 15 M. Roof Top Tower including carrige of tower material BSNL Store Nagaur to Didawana site Dist-Nagaur
2026_BSNL_282047_1
13/EEC/BSNL-CIVIL/BKN/2026-27
Open Tender
Civil Works
Item Rate
30 days
Didawana site Dist-Nagaur
PLEASE REFER TENDER DOCUMENTS
4 documents required · 4 mandatory
₹590
Accounts Officer (Cash) O/o GMTD,BSNL, Bikaner
₹5,733
10 Jul 2026
25 Jun 2026
4 Jul 2026
25 Jun 2026
1 Jul 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | - | - | - | - |
| - | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | 0.5 | One Cum | - | - |
| 2 | 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) : 3 graded stone aggregate 20 mm nominal size). | 4 | One Cum | - | - |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for : | - | - | - | - |
| - | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 35 | One Sqm | - | - |
| - | Columns, Pillars, Piers, Abutments, Posts and Struts | 2 | One Sqm | - | - |
| - | Edges of slabs and breaks in floors and walls | - | - | - | - |
| - | Under 20 cm wide | 12 | One Rm | - | - |
| 4 | 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. | 650 | One Kg | - | - |
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