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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.4 LAccepted-Finance VILLAGE SHAH PO DHARGAURA TESHIL RAMPUR DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹26.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹26.9 L+₹55,604.90 (2.11%)Rejected-Finance VPO JAHOO TEH NANKHARI DISTRICT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹26.9 L+₹55,604.90 (2.11%) | L2 | Rejected-Finance L2 |
| 3 | L3₹27.3 L+₹91,771.30 (3.48%)Rejected-Finance R O VILLAGE AND PO DIYAR TEHSIL BHUNTAR DISTT KULLU H P | ₹27.3 L+₹91,771.30 (3.48%) | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | UDHAM JOR NEGI CONTRACTOR L1 | Nikhil Sharma L3 | Rohit Mehta L2 |
|---|---|---|---|---|---|---|
| 1.00 | Centering and shuttering including strutting ,proposing etc. and removal of form work for foundation ,footings,bases of coloumns etc | 131.4 | Cum | 340 ₹44,676 Lowest | 360 ₹47,304 | 350 ₹45,990 |
| 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 undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 1,183 | Sqm | 170 ₹2,01,110 Lowest | 180 ₹2,12,940 | 185 ₹2,18,855 |
| 3.00WBM Grading 3 Providing laying spreading and compacting stone aggregate specific sizes to water bound macadum specifications including spreading in uniform thickness and packing rolling with three wheel 80-100 KN Static roller in stages to proper grade and camber, applying and brooming spreading stone, screening/binding material to fill up intersects of coarse aggregate watering and compacting to required density grading-II as per technical specification clause 405 by mannual means. | ||||||
| 3.01 | WBM G-II 63 to 45mm size (soling )
(Item Code HPPWDSR 2020 - Chapter 5.9.2) | 97.57 | Cum | 3,450 ₹3,36,616.5 Lowest | 3,600 ₹3,51,252 | 3,500 ₹3,41,495 |
| 4.00 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction,of approved size,design and shape,laid in required color and pattern over and including 50 mm thick compacted bed of coarse sand,filling the joints with line sand etc. complete as per the direction of Engineer-in-charge. | 1,156.32 | Cum | 1,450 ₹16,76,664 Lowest | 1,490 ₹17,22,916.8 | 1,520 ₹17,57,606.4 |
| 5.00 | Providing and laying cement concrete in curves steps and the like at or near ground level excluding the cost of centering shutteing and finishing 1:1.5:3 (1 cement:1.5 sand:3 aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 32.85 | Cum | 11,500 ₹3,77,775 | 12,000 ₹3,94,200 | 10,000 ₹3,28,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹36,600
Closing Date
2 Jul 2026, 5:00 pmClosed
District Project Manager, HPCDP JICA-ODA, Solan
O/o District Project Manager, HPCDP (Phase-II), JICA-ODA, Solan Distt.Solan HP 173213
Construction of Farm Access Road at FIS Skibba GP Rispa Tehsil Moorang District Kinnaur HP
2026_HPCDP_137253_1
NoAgrSLNDPMUJICAODAPhaseII G 99 2023-24-670 dt22.06.2026
Open Tender
Civil Works
Item Rate
120 days
FIS Skibba GP Rispa Tehsil Moorang District Kinna
Please refer Tender documents.
15 documents required · 15 mandatory
₹1,500
₹36,600
District Project Manager, HPCDP (Phase-II), JICA-O
23 Jul 2026
22 Jun 2026
3 Jul 2026
22 Jun 2026
2 Jul 2026
22 Jun 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Centering and shuttering including strutting ,proposing etc. and removal of form work for foundation ,footings,bases of coloumns etc | 131.4 | Cum | - | - |
| 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 undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 1,183 | Sqm | - | - |
| 3WBM Grading 3 Providing laying spreading and compacting stone aggregate specific sizes to water bound macadum specifications including spreading in uniform thickness and packing rolling with three wheel 80-100 KN Static roller in stages to proper grade and camber, applying and brooming spreading stone, screening/binding material to fill up intersects of coarse aggregate watering and compacting to required density grading-II as per technical specification clause 405 by mannual means. | |||||
| 3.01 | WBM G-II 63 to 45mm size (soling )
(Item Code HPPWDSR 2020 - Chapter 5.9.2) | 97.57 | Cum | - | - |
| 4 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction,of approved size,design and shape,laid in required color and pattern over and including 50 mm thick compacted bed of coarse sand,filling the joints with line sand etc. complete as per the direction of Engineer-in-charge. | 1,156.32 | Cum | - | - |
| 5 | Providing and laying cement concrete in curves steps and the like at or near ground level excluding the cost of centering shutteing and finishing 1:1.5:3 (1 cement:1.5 sand:3 aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 32.85 | Cum | - | - |
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