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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical O O SDSCO PALAMPUR PALAMPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 176001 | Accepted-Technical Found in line with NIT |
| 2 | Accepted-Technical | Accepted-Technical Found in line with NIT |
| 3 | Accepted-Technical BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | Accepted-Technical Found in line with NIT |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical BBMB SUNDERNAGAR HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 172101 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹53.4 L
EMD Value
₹85,870
Closing Date
7 May 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
C/o Lift Irrigation Scheme Amred, G.P. Fafer, Tehsil Majheen, District- Kangra (H.P.)
2026_HPCDP_134363_1
No.AGR. DPMU. KGR. F (7) Tender/13/2022-310
Open Tender
Civil Works
Item Rate
365 days
G.P. Fafer, Tehsil Majheen, District- Kangra (H.P.
Please refer Tender documents.
16 documents required · 16 mandatory
₹2,000
₹85,870
District Project Manager HPCDP JICA ODA
25 Jul 2026
16 Apr 2026
8 May 2026
16 Apr 2026
7 May 2026
16 Apr 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Cutting in earth work and disposal of excavated earth within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | |||||
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including getting out the excavated soil, dressing of sides, ramming of bottoms and returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | |||||
| 3Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | |||||
| 4Centering and shuttering including strutting, propping etc. and removal of form work for : | |||||
| 4.01 | Foundation footings bases of columns complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. | - | Sqm | - | - |
| 4.02 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. | - | Sqm | - | - |
| 4.03 | Suspended floors, roofs, landings, balconies and access platform complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | - | Sqm | - | - |
| 4.04 | Lintels, beams, plinth beams, girders, bressumers and cantilevers complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | - | Sqm | - | - |
| 4.05 | Edges of slab and break in floor and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | - | Rmt | - | - |
| 5Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 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. | |||||
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