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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 LAccepted-Finance | ₹2.9 L | 1 | Accepted-Finance Lowest quote |
| 2 | 2₹2.9 L+₹893.30 (0.31%)Accepted-Finance | ₹2.9 L+₹893.30 (0.31%) | 2 | Accepted-Finance Second lowest quote |
| Sl No | Description | Qty | Unit | PARDEEP KUMAR | ROSHAN LAL RAINA |
|---|---|---|---|---|---|
| 1.00Laying and Jointing PVC Pipe. Heading | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m: All kind soil | 27.09 | Cum | 10,077.48 ₹10,077.48 Lowest | 10,429.65 ₹10,429.65 |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of Centering and shuttering - All work upto plinth level: 1:5:10(1 cement: 5 coarse sand (Zone-III) derived from natural source: 10 graded stone aggregate 40mm nominal size derived from natural sources) | 9.64 | Cum | 76,445.2 ₹76,445.2 Lowest | 76,638 ₹76,638 |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of Centering and shuttering - All work upto plinth level: 1:5:10(1 cement: 5 coarse sand (Zone-III) derived from natural source: 10 graded stone aggregate 40mm nominal :1:3:6(1 cement: 3 coarse sand (Zone-III) derived from natural source: 6 graded stone aggregate 40mm nominal size derived from natural sources) | 15.77 | Cum | 1,16,224.9 ₹1,16,224.9 Lowest | 1,16,382.6 ₹1,16,382.6 |
| 1.04 | Providing and filling stone boulders in trenches for all leads & lifts all complete as per direction of Engineer in charge | 6.76 | Cum | 11,667.76 ₹11,667.76 Lowest | 11,694.8 ₹11,694.8 |
| 1.05 | Centering and shuttering including strutting propping etc. and removal of form work for:
Foundations, footings bases for columns | 25.3 | Cum | 9,361 ₹9,361 Lowest | 9,867 ₹9,867 |
| 1.06 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering fo the earth in layers not exceeding 20 cm in trenches, plinth sides of foundation etc: complete | 11.89 | Cum | 4,268.51 ₹4,268.51 Lowest | 4,304.18 ₹4,304.18 |
| 1.07 | 15 mm cement plaster on the rough side of single or half brick wall of mix:
1:6 (1 cement : 6 fine sand) | 12.94 | Sqm | 4,684.28 ₹4,684.28 Lowest | 4,723.1 ₹4,723.1 |
| 1.08 | Making plinth protection 50 mm thick of cement concreted 1:3:6 ( 1 Cement: 3 Coarse sand ) (Zone III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources ) over 75 mm thick bed of dry brick ballets 40 mm nominal size, well reamed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth | 25.82 | Sqm | 20,139.6 ₹20,139.6 | 19,365 ₹19,365 Lowest |
| 1.09 | Cement concreted flooring 1:2:4 ( 1 Cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc: complete 40 mm thick with 20 mm nominal size stone aggregate | 47.63 | Sqm | 33,341 ₹33,341 | 31,912.1 ₹31,912.1 Lowest |
Tender Value
Refer Docs
EMD Value
₹5,800
Closing Date
23 May 2026, 3:30 pmClosed
The Commandant 84 Bn CRPF
The Commandant 84 Bn CRPF OLD FCI Chatha Jammu JK 180009
Construction of Plinth for PF Hut Size 18x32 Ft with 5ft verandah for Armr Shop at Tac Hq Boom Ramban JK
2026_CRPF_909065_1
U II 1/2026-27 Q 84
Limited
Civil Works - Buildings
Works
60 days
Tac Hq Boom Ramban JK
As per tender documents
6 documents required · 6 mandatory
₹200
The Commandant 84 Bn CRPF
₹5,800
Yes
29 May 2026
18 May 2026
25 May 2026
18 May 2026
23 May 2026
18 May 2026
18 May 2026 - 18 May 2026
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