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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC Due to Lowest Rate |
| 2 | L2₹2.7 L+₹15,501 (6.08%)Rejected-Finance | ₹2.7 L+₹15,501 (6.08%) | L2 | Rejected-Finance due to gighest Rate |
| 3 | L3₹2.7 L+₹13,872 (5.44%)Rejected-Finance VILLAGE GAWALTH P O KUINAL TEHSIL KOTKHAI DISTT SHIMLA H P | KOTKHAI | SHIMLA | HIMACHAL PRADESH | ₹2.7 L+₹13,872 (5.44%) | L3 | Rejected-Finance due to highest Rate |
| Sl No | Description | Qty | Unit | Mohit Kumar L3 | ANKUSH CHOUDHARY L1 | Vinod L2 |
|---|---|---|---|---|---|---|
| 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. | 25.5 | Cum | 150 ₹3,825 | 100 ₹2,550 Lowest | 130 ₹3,315 |
| 2.00 | 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. | 4.8 | Cum | 4,400 ₹21,120 | 4,200 ₹20,160 Lowest | 4,400 ₹21,120 |
| 3.00 | 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 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: Vertical surface such as wall (any thickness) partition and the like i/c attached pillasters, butresses plinth and string course including all leads and lifts. | 111.92 | Sqm | 260 ₹29,099 | 215 ₹24,063 Lowest | 250 ₹27,980 |
| 4.00 | Providing and laying cement concrete 1:3:6(1:cement :3 sand:6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in:-Foundation and plinth i/c carriage of material within all leads and lifts. Complete in all respect as per the dircetion and satisfaction of the Engineer-in-Charge. | 39.15 | Cum | 5,400 ₹2,11,410 | 5,200 ₹2,03,580 Lowest | 5,400 ₹2,11,410 |
| 5.00 | Providing and Fixing of PVC pipe 100 mm dia for weep holes Finolex/Diplast make complete in all respect as per direction and to be entire satisfaction of Engineer- in- charge up to all leads and lifts. | 20 | Rmt | 250 ₹5,000 | 230 ₹4,600 Lowest | 250 ₹5,000 |
Tender Value
₹2.8 L
EMD Value
₹5,635
Closing Date
4 Apr 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Kangra
Construction of Retaining wall RD 0 to RD 20 Rmts 20 Mtrs.).
2026_HPIPH_132316_1
EE/JSDK/NIT/2025-10618-68 dt. 24.03.2026
Open Tender
Civil Works
Item Rate
90 days
Kangra
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹5,635
19 Jun 2026
24 Mar 2026
4 Apr 2026
24 Mar 2026
4 Apr 2026
24 Mar 2026
24 Mar 2026 - 4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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. | |||||
| 2Providing 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. | |||||
| 3Providing 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: Vertical surface such as wall (any thickness) partition and the like i/c attached pillasters, butresses plinth and string course including all leads and lifts. | |||||
| 4Providing and laying cement concrete 1:3:6(1:cement :3 sand:6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in:-Foundation and plinth i/c carriage of material within all leads and lifts. Complete in all respect as per the dircetion and satisfaction of the Engineer-in-Charge. | |||||
| 5Providing and Fixing of PVC pipe 100 mm dia for weep holes Finolex/Diplast make complete in all respect as per direction and to be entire satisfaction of Engineer- in- charge up to all leads and lifts. | |||||
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