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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l-1₹9.7 LAccepted-Finance | ₹9.7 L | l-1 | Accepted-Finance Lower |
| 2 | l-2₹9.8 L+₹3,325.50 (0.34%)Rejected-Finance | ₹9.8 L+₹3,325.50 (0.34%) | l-2 | Rejected-Finance medium |
| 3 | l-3₹9.8 L+₹4,330.90 (0.45%)Rejected-Finance | ₹9.8 L+₹4,330.90 (0.45%) | l-3 | Rejected-Finance higher |
| 4 | Not Admitted-Finance | - | - | Not Admitted-Finance Others-Due to not available EPF and ESI registration certificate. |
Tender Value
₹9.8 L
EMD Value
₹19,500
Closing Date
1 Jun 2026, 12:00 pmClosed
COMMANDANT 06 BN CRPF
06 BN CRPF DHEERTI DHARORE KATRA JAMMU AND KASHMIR
Construction of 01 No Semi permanent barrack 16X32X10 with 5 wide verandah for BDD Squad at HQ 6 Bn CRPF Dheerthi Dharore JAMMU AND KASHMIR
2026_CRPF_910104_1
B.V-1/2020-21-Bldg/06 (SRE 2020-21 2nd Phase)
Limited
Civil Works
Works
180 days
06 BN CRPF DHEERTI DHARORE KATRA JAMMU AND KASHMIR
PLEASE REFER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹0
₹19,500
Yes
15 Jun 2026
25 May 2026
2 Jun 2026
25 May 2026
1 Jun 2026
25 May 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.1 | CONSTRUCTION WORKS | - | - | - | - |
| 1 | All kinds of soil. 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 for all lift, as directed by Engineer-in-charge. | 20.1 | Cum | - | - |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 28 | Cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.61 | Cum | - | - |
| 4 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5 mm nominal size derived from natural sources). | 10 | Sqm | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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) | 6 | Cum | - | - |
| 6 | 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) | 1.69 | Cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 15.12 | Sqm | - | - |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 23 | Sqm | - | - |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | 29 | Sqm | - | - |
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