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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.1 LAccepted-Finance | L-1 | Accepted-Finance Lowest-1 | |
| 2 | L-2₹5.2 L+₹14,000 (2.75%)Rejected-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176204 | L-2 | Rejected-Finance Lowest-2 | |
| 3 | L-3₹5.4 L+₹28,075 (5.52%)Rejected-Finance NOT AVAILABLE | L-3 | Rejected-Finance Lowest-3 | |
| 4 | L-4₹5.6 L+₹54,415 (10.7%)Rejected-Finance CHENAB VALLEY DIVISION HPPWD UDAIPUR HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | L-4 | Rejected-Finance Lowest-4 | |
| 5 | L-5₹5.7 L+₹62,835 (12.4%)Rejected-Finance | L-5 | Rejected-Finance Lowest-5 |
| Sl No | Description | Qty | Unit | Dev Bala Kameshwar Infra Pvt. Ltd. L9 | ASHWANI SAINI L1 | Ramesh kumar L3 | Lekh Ram L6 | Tulsi Ram L8 | LEKH RAJ L2 | BAL CHAND WALIA L7 | KUSHAL SINGH RAGHAV L10 | LALIT KUMAR L4 | narinder sood L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 21 | Cum | 365 ₹7,665 | 150 ₹3,150 Lowest | 300 ₹6,300 | 250 ₹5,250 | 300 ₹6,300 | 300 ₹6,300 | 300 ₹6,300 | 395 ₹8,295 | 440 ₹9,240 | 260 ₹5,460 |
| 2.00 | Providing & laying cement concrete 1:6:12 (1 cement : 6 sand : 12 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. | 3.5 | Cum | 5,900 ₹20,650 | 4,400 ₹15,400 | 4,000 ₹14,000 | 5,200 ₹18,200 | 4,500 ₹15,750 | 4,000 ₹14,000 | 5,500 ₹19,250 | 6,595 ₹23,082.5 | 3,000 ₹10,500 Lowest | 5,100 ₹17,850 |
| 4.00Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30x30x5 mm so as to give a fair finish including centering shuttering struting 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:- | |||||||||||||
| 4.01 | Vertical surface such as walls (any thickness) partitions and the like including attached pillasters, buttresses etc. plinth and string courses complete job in all respect with in all leads and lifts as per the direction and best satisfaction of Engineer-in-Charge. | 170 | Sqm | 300 ₹51,000 | 150 ₹25,500 Lowest | 240 ₹40,800 | 219 ₹37,230 | 300 ₹51,000 | 185 ₹31,450 | 280 ₹47,600 | 225 ₹38,250 | 250 ₹42,500 | 260 ₹44,200 |
| 5.00 | Providing & laying cement concrete 1:5:10 (1 cement :5 sand:10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering & shuttering in foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 78.75 | Cum | 6,100 ₹4,80,375 | 4,200 ₹3,30,750 Lowest | 4,400 ₹3,46,500 | 4,900 ₹3,85,875 | 5,500 ₹4,33,125 | 4,400 ₹3,46,500 | 5,300 ₹4,17,375 | 6,095 ₹4,79,981.25 | 4,900 ₹3,85,875 | 5,100 ₹4,01,625 |
| 6.00 | Providing Mild Steel / Tor Steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level i/c carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 1,575 | Kg. | 86 ₹1,35,450 | 85 ₹1,33,875 | 82 ₹1,29,150 | 87 ₹1,37,025 | 80 ₹1,26,000 | 79 ₹1,24,425 | 79 ₹1,24,425 | 95 ₹1,49,625 | 73 ₹1,14,975 | 65 ₹1,02,375 Lowest |
Tender Value
₹7.8 L
EMD Value
₹15,700
Closing Date
12 Jan 2026, 10:00 amClosed
Executive Engineer
JSD Baggi
CO Retaining wall to protect the Pump House . PDNA No. 4502 and 4504
2026_HPIPH_124932_1
25040-89 Dated 01-01-2026
Open Tender
Civil Works
Item Rate
90 days
Baggi
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹15,700
4 Feb 2026
3 Jan 2026
12 Jan 2026
4 Jan 2026
12 Jan 2026
4 Jan 2026
4 Jan 2026 - 12 Jan 2026
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 1:6:12 (1 cement : 6 sand : 12 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 30x30x5 mm so as to give a fair finish including centering shuttering struting 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:-
Vertical surface such as walls (any thickness) partitions and the like including attached pillasters, buttresses etc. plinth and string courses complete job in all respect with in all leads and lifts as per the direction and best satisfaction of Engineer-in-Charge.
Providing & laying cement concrete 1:5:10 (1 cement :5 sand:10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering & shuttering 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 Mild Steel / Tor Steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level i/c carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
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