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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.2 LAccepted-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176204 | L-1 | Accepted-Finance Lowest-1 | |
| 2 | L-2₹1.5 L+₹31,329.75 (25.5%)Rejected-Finance | L-2 | Rejected-Finance Lowest-2 | |
| 3 | L-3₹1.7 L+₹44,556 (36.3%)Rejected-Finance | L-3 | Rejected-Finance Lowest-3 |
| Sl No | Description | Qty | Unit | daleep thakur L3 | Pankaj Chauhan Govt. Contr. L2 | LEKH RAJ L1 |
|---|---|---|---|---|---|---|
| 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. | 10.35 | Cum | 400 ₹4,140 | 345 ₹3,570.75 | 300 ₹3,105 Lowest |
| 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. | 4.14 | Cum | 7,000 ₹28,980 | 6,550 ₹27,117 | 4,950 ₹20,493 Lowest |
| 3.00Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm so as to give a fair finish including centering shuttering strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:- | ||||||
| 3.01 | Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge. | 18 | Sqm | 250 ₹4,500 | 360 ₹6,480 | 240 ₹4,320 Lowest |
| 4.00 | Providing & laying cement concrete 1:5:10 (1 cement :5 sand:10 graded stone aggregate 40 mm nominal size) with 15% plums and curing complete excluding cost of form work in retaining wall/breast wall, the size of plums shall usually be 150 mm to 300 mm as per HPPWD specification complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 16.2 | Cum | 6,800 ₹1,10,160 | 5,810 ₹94,122 | 4,850 ₹78,570 Lowest |
| 5.00 | Stone filling behind retaining walls complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 10.88 | Cum | 1,800 ₹19,584 | 2,100 ₹22,848 | 1,500 ₹16,320 Lowest |
Tender Value
₹1.8 L
EMD Value
₹3,600
Closing Date
19 Dec 2025, 5:00 pmClosed
Executive Engineer
JSD Baggi
CO Retaining wall to protect the MCS main line at RD 16930 to 16945
2025_HPIPH_123129_1
22252-22301 dated 10.12.2025
Open Tender
Civil Works
Item Rate
90 days
Baggi
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹3,600
9 Feb 2026
10 Dec 2025
20 Dec 2025
11 Dec 2025
19 Dec 2025
11 Dec 2025
11 Dec 2025 - 19 Dec 2025
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.
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.
Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm so as to give a fair finish including centering shuttering strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:-
Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge.
Providing & laying cement concrete 1:5:10 (1 cement :5 sand:10 graded stone aggregate 40 mm nominal size) with 15% plums and curing complete excluding cost of form work in retaining wall/breast wall, the size of plums shall usually be 150 mm to 300 mm as per HPPWD specification complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Stone filling behind retaining walls complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge.
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