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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC | ₹9.7 L | L1 | Accepted-AOC Awarded to L1 |
| 2 | L2₹9.7 L+₹4,269.30 (0.44%)Rejected-Finance N A | ₹9.7 L+₹4,269.30 (0.44%) | L2 | Rejected-Finance L2 |
| 3 | L3₹11.5 L+₹1.9 L (19.1%)Rejected-Finance HIMACHAL PRADESH HP | ₹11.5 L+₹1.9 L (19.1%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | M/s Karun Kumar L1 | GOVT CONTRACTOR L3 | Vijay Singh L2 |
|---|---|---|---|---|---|---|
| 1.00Farm Access Road Flow Irrigation Scheme Lag Suanta, G.P Lag, Tehsil Dadashiba District Kangra (H.P). | ||||||
| 2.00 | Preparation and Consolidation of Sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulation etc. and re-rolling the sub grade and disposal of surplus earth within all leads and lift and complete in all respect to the entire satisfaction of the Engineer-in-Charge. | 742.5 | Sqm | 85 ₹63,112.5 Lowest | 220 ₹1,63,350 | 90 ₹66,825 |
| 3.00 | Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and chamber applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specifications clause 405 within all leads and lift and complete in all respect to the entire satisfaction of the Engineer-in-Charge. | 55.68 | Cum | 2,600 ₹1,44,768 | 2,500 ₹1,39,200 Lowest | 2,610 ₹1,45,324.8 |
| 4.00 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 71.5 | Cum | 5,600 ₹4,00,400 | 5,500 ₹3,93,250 Lowest | 5,600 ₹4,00,400 |
| 5.00 | Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and curing complete including consolidation finishing and tamping complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 51.56 | Cum | 7,000 ₹3,60,920 Lowest | 8,900 ₹4,58,884 | 7,000 ₹3,60,920 Lowest |
Tender Value
₹8.3 L
EMD Value
₹16,541
Closing Date
16 Apr 2026, 5:00 pmClosed
District Project Manager HPCDP JICA ODA
District Project Manager O/o DPMU HPCDP JICA ODA Phase-II, Opposite to Soil Testing Lab, Holta at Palampur
Construction of Farm Access Road at Flow Irrigation Scheme Lag Suanta, G.P Lag, Tehsil Dadashiba District Kangra (H.P).
2026_HPCDP_133562_1
No.AGR. DPMU. KGR. F (7) Tender/13/2022-86
Open Tender
Civil Works - Roads
Item Rate
60 days
G.P Lag, Tehsil Dadashiba District Kangra (H.P).
Please refer Tender documents.
15 documents required · 15 mandatory
₹1,000
₹16,541
District Project Manager HPCDP JICA ODA
30 Jun 2026
7 Apr 2026
17 Apr 2026
7 Apr 2026
16 Apr 2026
7 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Farm Access Road Flow Irrigation Scheme Lag Suanta, G.P Lag, Tehsil Dadashiba District Kangra (H.P). | - | - | - | - |
| 2 | Preparation and Consolidation of Sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulation etc. and re-rolling the sub grade and disposal of surplus earth within all leads and lift and complete in all respect to the entire satisfaction of the Engineer-in-Charge. | - | Sqm | - | - |
| 3 | Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and chamber applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specifications clause 405 within all leads and lift and complete in all respect to the entire satisfaction of the Engineer-in-Charge. | - | Cum | - | - |
| 4 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | - | Cum | - | - |
| 5 | Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and curing complete including consolidation finishing and tamping complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | - | Cum | - | - |
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