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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.5 LAccepted-AOC CHENAB VALLEY DIVISION HPPWD UDAIPUR HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | ₹2.5 L Quoted ₹2.9 L | L-1 | Accepted-AOC Lowest-1 |
| 2 | L-2₹3.0 L+₹741.31 (0.25%)Rejected-Finance BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹3.0 L+₹741.31 (0.25%) | L-2 | Rejected-Finance Lowest-2 |
| 3 | L-3₹3.0 L+₹912.71 (0.31%)Rejected-Finance SHYAM COTTAGE RAM NAGAR SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹3.0 L+₹912.71 (0.31%) | L-3 | Rejected-Finance Lowest-3 |
| Sl No | Description | Qty | Unit | HEM RAJ L3 | LALIT KUMAR L1 | naveen kumar L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required as per direction & best satisfaction of the Engineer-in-Charge. | 12.75 | Cum | 601 ₹7,662.75 | 600 ₹7,650 Lowest | 601 ₹7,662.75 |
| 2.00 | Providing & laying cement concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 3.6 | Cum | 10,100 ₹36,360 | 10,000 ₹36,000 Lowest | 10,110 ₹36,396 |
| 3.00 | Random rubble masonry/polygenal rubbe masonry (un-coursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with C.C 1:6:12(1cement:6 sand :12 graded stone aggregate 20mm nominal size) in CM 1:6 (1cement: 6 sand) complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 22.28 | Cum | 9,686 ₹2,15,804.08 | 9,679 ₹2,15,648.12 Lowest | 9,681 ₹2,15,692.68 |
| 4.00 | Stone filling behind retaining / breast wall complete in all respect within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 9.6 | Cum | 3,740 ₹35,904 | 3,700 ₹35,520 Lowest | 3,730 ₹35,808 |
Tender Value
₹3.0 L
EMD Value
₹6,000
Closing Date
11 Mar 2026, 10:00 amClosed
EE
Executive Engineer JS Division Baggi
as per BOQ
2026_HPIPH_130113_1
EE-JSD-BGI/2025- 30847-97 dt. 28/02/2026
Open Tender
Civil Works
Item Rate
90 days
Baggi
as per NIT
6 documents required · 6 mandatory
₹500
₹6,000
27 Aug 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required as per direction & best satisfaction of the Engineer-in-Charge. | 12.75 | Cum | - | - |
| 2 | Providing & laying cement concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 3.6 | Cum | - | - |
| 3 | Random rubble masonry/polygenal rubbe masonry (un-coursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with C.C 1:6:12(1cement:6 sand :12 graded stone aggregate 20mm nominal size) in CM 1:6 (1cement: 6 sand) complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 22.28 | Cum | - | - |
| 4 | Stone filling behind retaining / breast wall complete in all respect within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 9.6 | Cum | - | - |
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