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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Finance | ₹1.7 L | L1 | Admitted-Finance |
| 2 | L2₹2.1 L+₹33,376 (19.3%)Admitted-Finance | ₹2.1 L+₹33,376 (19.3%) | L2 | Admitted-Finance |
| 3 | L3₹2.1 L+₹40,395 (23.4%)Admitted-Finance | ₹2.1 L+₹40,395 (23.4%) | L3 | Admitted-Finance |
| 4 | L4₹2.2 L+₹43,986 (25.5%)Admitted-Finance VILLAGE GAWALTH P O KUINAL TEHSIL KOTKHAI DISTT SHIMLA H P | KOTKHAI | SHIMLA | HIMACHAL PRADESH | ₹2.2 L+₹43,986 (25.5%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ajeev Kumar L1 | ANKUSH CHOUDHARY L2 | Vinod L4 | Ashwani L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations,trenches etc in earth work in all kind of soil, such as pick work, jumper work, blasting hard or soft rock by chiselling where the blasting work is prohibited slushy daldal and saturated soil including pumping or bailing out water with in all heights, stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15cm (fifteen centimetres) layers, when required into plinths, of foundations etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth, as per the direction of Engineer-in-Charge with in all leads and lifts. | 10.8 | Cum | 350 ₹3,780 | 210 ₹2,268 Lowest | 270 ₹2,916 | 250 ₹2,700 |
| 2.00Providing 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 struting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor two ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:- | |||||||
| 2.01 | Vertical surface such as wall (any thickness) partition and the like i/c attached pillasters, butresses plinth and string course complete in all respect as per the direction and to the entire satisfaction of Engineer-in-Charge within all leads and lifts. | 61 | Sqm | 320 ₹19,520 | 280 ₹17,080 Lowest | 330 ₹20,130 | 320 ₹19,520 |
| 3.00 | Providing and laying cement concrete 1:5:10 (1cement :5sand :10 graded stone aggregate 40mm nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/Breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification complete in all respect including all leads and lifts as per the direction and satisfection of Engineer-In-Charge. | 27.65 | Cum | 5,400 ₹1,49,310 Lowest | 6,750 ₹1,86,638 | 7,000 ₹1,93,550 | 6,900 ₹1,90,785 |
Tender Value
₹2.1 L
EMD Value
₹4,145
Closing Date
20 Jul 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Kangra
Construction of Retaining wall). (Under PDNA).
2026_HPIPH_138721_1
EE/JSDK/NIT/2026- 3469-3519 Dt.10-07-2026
Open Tender
Civil Works
Item Rate
90 days
Kangra
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹4,145
22 Jul 2026
10 Jul 2026
20 Jul 2026
10 Jul 2026
20 Jul 2026
10 Jul 2026
10 Jul 2026 - 20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations,trenches etc in earth work in all kind of soil, such as pick work, jumper work, blasting hard or soft rock by chiselling where the blasting work is prohibited slushy daldal and saturated soil including pumping or bailing out water with in all heights, stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15cm (fifteen centimetres) layers, when required into plinths, of foundations etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth, as per the direction of Engineer-in-Charge with in all leads and lifts. | 10.8 | Cum | - | - |
| 2Providing 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 struting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor two ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:- | |||||
| 2.01 | Vertical surface such as wall (any thickness) partition and the like i/c attached pillasters, butresses plinth and string course complete in all respect as per the direction and to the entire satisfaction of Engineer-in-Charge within all leads and lifts. | 61 | Sqm | - | - |
| 3 | Providing and laying cement concrete 1:5:10 (1cement :5sand :10 graded stone aggregate 40mm nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/Breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification complete in all respect including all leads and lifts as per the direction and satisfection of Engineer-In-Charge. | 27.65 | Cum | - | - |
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