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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.3 LAdmitted-Finance HIMACHAL PRADESH HP | BILASPUR | HIMACHAL PRADESH | 174001 | ₹21.3 L | L1 | Admitted-Finance |
| 2 | L2₹24.9 LAdmitted-Finance VILLAGE PO MALAHAT TEHSIL DISTRICT UNA HP | ₹24.9 L | L2 | Admitted-Finance |
| 3 | L3₹25.1 LAdmitted-Finance | ₹25.1 L | L3 | Admitted-Finance |
| 4 | L4₹25.4 LAdmitted-Finance WARD NO 4 VIVEK NAGAR UNA TEHSIL DISTRICT UNA HP | UNA | HIMACHAL PRADESH | 174301 | ₹25.4 L | L4 | Admitted-Finance |
| 5 | L5₹29.4 LAdmitted-Finance DHALIWAL | ₹29.4 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Nitish Thakur L2 | RAHUL SHARMA L3 | M/s Kamla Contruction L5 | Jaiveer Singh L4 | Varun Mehan L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposle of excavated earthup to a lead of 20 metres.in all classification of soil.as per direction and to the entire satisfaction of Engineer in charge with in all leads and lifts | 143.39 | cum. | 150 ₹21,508.5 | 150 ₹21,508.5 | 170 ₹24,376.3 | 190 ₹27,244.1 | 110 ₹15,772.9 Lowest |
| 2.00 | Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer -in-Charge. | 198.51 | cum. | 200 ₹39,702 | 175 ₹34,739.25 | 240 ₹47,642.4 | 210 ₹41,687.1 | 100 ₹19,851 Lowest |
| 3.00Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc, with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4mtrs. and removal of the same for in- situ RCC and PCC work in: | ||||||||
| 3.01 | Vertical surfaces such as wall ( any thickness) partitions and the like includig attached pilasters, buttresses, and as per direction and to the entire satisfaction of Engineer in charge with in all leads and lifts. | 993.61 | Sqm. | 250 ₹2,48,402.5 | 205 ₹2,03,690.05 | 180 ₹1,78,849.8 | 170 ₹1,68,913.7 Lowest | 265 ₹2,63,306.65 |
| 4.00 | Providing & laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. | 611.07 | cum. | 3,400 ₹20,77,638 | 3,480 ₹21,26,523.6 | 4,200 ₹25,66,494 | 3,600 ₹21,99,852 | 2,880 ₹17,59,881.6 Lowest |
| 5.00 | Stone filling behind retaining wall as per direction and to the entire satisfaction of Engineer in Charge i/c entire carriage of material with in all leads and lifts. | 70.2 | cum. | 1,120 ₹78,624 | 990 ₹69,498 | 1,200 ₹84,240 | 1,300 ₹91,260 | 800 ₹56,160 Lowest |
| 6.00 | Providing and fixing PVC pipe of ISI mark of 100mm diameter for wheep holes as per direction and to the entire satisfaction of Engineer in Charge. | 190 | Rmt. | 120 ₹22,800 | 275 ₹52,250 | 200 ₹38,000 | 70 ₹13,300 Lowest | 80 ₹15,200 |
Tender Value
₹38.7 L
EMD Value
₹77,342
Closing Date
15 Jul 2026, 10:00 amClosed
Executive Engineer Jal Shakti Divn No.1 Una
Executive Engineer Jal Shakti Divn No.1 Una
SH C/O Retaining Wall of 3.50 mtrs. 3.00 mtrs to protect the OHSR 310 KL Cap.) 1st and 2nd Step.
2026_HPIPH_138313_1
No. JSV/-1/TA/E-Tender / 2026- 2402-37 dated 06-07-2026
Open Tender
Civil Works
Item Rate
90 days
Indira Stadium Una College
as per NIT
9 documents required · 9 mandatory
₹2,000
Yes
₹77,342
17 Jul 2026
7 Jul 2026
15 Jul 2026
7 Jul 2026
15 Jul 2026
7 Jul 2026
7 Jul 2026 - 15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work and disposle of excavated earthup to a lead of 20 metres.in all classification of soil.as per direction and to the entire satisfaction of Engineer in charge with in all leads and lifts | 143.39 | cum. | - | - |
| 2 | Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer -in-Charge. | 1 | cum. | - | - |
| 3Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc, with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4mtrs. and removal of the same for in- situ RCC and PCC work in: | |||||
| 3.01 | Vertical surfaces such as wall ( any thickness) partitions and the like includig attached pilasters, buttresses, and as per direction and to the entire satisfaction of Engineer in charge with in all leads and lifts. | 993.61 | Sqm. | - | - |
| 4Providing & laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. | |||||
| 5 | Stone filling behind retaining wall as per direction and to the entire satisfaction of Engineer in Charge i/c entire carriage of material with in all leads and lifts. | 70.2 | cum. | - | - |
| 6Providing and fixing PVC pipe of ISI mark of 100mm diameter for wheep holes as per direction and to the entire satisfaction of Engineer in Charge. | |||||
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