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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAdmitted-Finance | ₹5.5 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-As the bidder has enlisted in Siddipet Division under Class V, he is eligibile to quote the works under the Jurisdiction of Siddipet Circle only . As this work comes under Hyderabad Circle, He has not Satisfied the eligibility conditions as per NIT. |
| Sl No | Description | Qty | Unit | S SATYANARAYANA L1 |
|---|---|---|---|---|
| 1.00 | 1) 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 :
1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | Cum | 10,500 ₹10,500 |
| 2.00 | 2) Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. | 20 | units | 20 ₹400 |
| 3.00 | 3) 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | Cum | 12,000 ₹12,000 |
| 4.00 | 4) 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 sizederived from natural sources). | 1 | Cum | 12,500 ₹12,500 |
| 5.005) Centering and shuttering including strutting, propping etc. and removal of form for all heights: | ||||
| 5.10 | i) Foundations, footings, bases of columns, etc. for mass concrete | 10 | Sqm | 390 ₹3,900 |
| 5.20 | ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers | 11 | Sqm | 750 ₹8,250 |
| 5.30 | iii) Columns, Pillars, Piers, Abutments, Posts and Struts | 3 | Sqm | 970 ₹2,910 |
| 6.00 | 6) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500 D or more. | 80 | Kg | 130 ₹10,400 |
| 7.00 | 7) Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) | 30 | Sqm | 325 ₹9,750 |
Tender Value
₹5 L
EMD Value
₹10,100
Closing Date
16 Apr 2026, 6:00 pmClosed
EE(C), BSNL Civil Division-II, Hyderabad
Executive Engineer (C), BSNL Civil Division-II, Room No. 302, III floor, BSNL Bhawan, Adarsh Nagar, Hyderabad - 500063
Providing and Erecting of 3 x 9.00 M poles by dismantling, dismembering of 3 Nos 15 M MARR masts (on terrace of building) including providing of horizontal and Vertical gantry and OD BTS bed at NBSNL (Site ID_ HD2401) at East Anandbagh, Hyderabad
2026_BSNL_274260_1
NIT No. 189/NIT/CECTSCZ/HYD/2025
Open Tender
Civil Works
61 days
East Anandbagh
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
Accounts Officer (Cash), O/o PGMT, HTD, Hyderabad
₹10,100
21 Apr 2026
8 Apr 2026
18 Apr 2026
8 Apr 2026
16 Apr 2026
8 Apr 2026
8 Apr 2026 - 16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 11) 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 : 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | ||||||
| 22) Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. | ||||||
| 33) 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | ||||||
| 44) 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 sizederived from natural sources). | ||||||
| 55) Centering and shuttering including strutting, propping etc. and removal of form for all heights: | ||||||
| 5.1 | i) Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - | 1116 |
| 5.2 | ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | - | - | 1117 |
| 5.3 | iii) Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | - | - | 1118 |
| 66) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. | ||||||
| 77) Smooth 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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