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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85.2 LAccepted-Finance BBMB SUNDERNAGAR HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 172101 | ₹85.2 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹87.5 L+₹2.2 L (2.63%)Rejected-Finance GOVT CONT VILLAGE AND P O NANIKHAD TEHSIL BHATTIYAT AND DISTT CHAMBA H P | ₹87.5 L+₹2.2 L (2.63%) | L2 | Rejected-Finance rejected |
| 3 | L3₹98.9 L+₹13.7 L (16.0%)Rejected-Finance | ₹98.9 L+₹13.7 L (16.0%) | L3 | Rejected-Finance rejected |
| 4 | L4₹1.1 Cr+₹20.4 L (24.0%)Rejected-Finance HIMACHAL PRADESH HP | ₹1.1 Cr+₹20.4 L (24.0%) | L4 | Rejected-Finance rejected |
| 5 | L5₹1.1 Cr+₹29.7 L (34.8%)Rejected-Finance VILL P O HATWAS TEHSIL NAGROTA BAGWAN DISTT KANGRA HP | ₹1.1 Cr+₹29.7 L (34.8%) | L5 | Rejected-Finance rejected |
| Sl No | Description | Qty | Unit | RISHABH MAHAJAN L3 | SHIV KUMAR L1 | VIKRANT THAKUR L5 | VIKAS KUMAR L4 | Vishal Suri L6 | A.R ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations 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 rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. | 2,428.87 | Cum | 650 ₹15,78,765.5 | 350 ₹8,50,104.5 | 520 ₹12,63,012.4 | 600 ₹14,57,322 | 1,200 ₹29,14,644 | 300 ₹7,28,661 Lowest |
| 2.00Laying, jointing and testing in trenches galvanized mild steel tube, tube fitting (light grade) (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores. | |||||||||
| 2.10 | 15mm dia ( Light Class) | 1,930 | Rmt | 30 ₹57,900 | 70 ₹1,35,100 | 40 ₹77,200 | 21 ₹40,530 Lowest | 35 ₹67,550 | 26 ₹50,180 |
| 2.20 | 20mm dia (Light Class) | 2,580 | Rmt | 32 ₹82,560 | 80 ₹2,06,400 | 45 ₹1,16,100 | 22 ₹56,760 Lowest | 40 ₹1,03,200 | 30 ₹77,400 |
| 2.30 | 25mm dia ( Light Class) | 3,384 | Rmt | 45 ₹1,52,280 | 90 ₹3,04,560 | 50 ₹1,69,200 | 27 ₹91,368 Lowest | 55 ₹1,86,120 | 40 ₹1,35,360 |
| 2.40 | 32mm dia (Light Class) | 4,794 | Rmt | 45 ₹2,15,730 | 100 ₹4,79,400 | 60 ₹2,87,640 | 30 ₹1,43,820 Lowest | 60 ₹2,87,640 | 41 ₹1,96,554 |
| 2.50 | 40mm dia (Light Class) | 4,490 | Rmt | 60 ₹2,69,400 | 110 ₹4,93,900 | 65 ₹2,91,850 | 41 ₹1,84,090 Lowest | 65 ₹2,91,850 | 55 ₹2,46,950 |
| 2.60 | 50mm dia (Light Class) | 1,200 | Rmt | 60 ₹72,000 | 120 ₹1,44,000 | 90 ₹1,08,000 | 46 ₹55,200 Lowest | 65 ₹78,000 | 56 ₹67,200 |
| 2.70 | 65mm dia (Light Class) | 1,920 | Rmt | 100 ₹1,92,000 | 130 ₹2,49,600 | 120 ₹2,30,400 | 78 ₹1,49,760 Lowest | 105 ₹2,01,600 | 96 ₹1,84,320 |
| 2.80 | 100mm dia (Light Class) | 309 | Rmt | 150 ₹46,350 | 150 ₹46,350 | 150 ₹46,350 | 128 ₹39,552 Lowest | 180 ₹55,620 | 142 ₹43,878 |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
23 Jul 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
SH Laying jointing and testing of GI pipe at various dia construction of RCC Intake Chambers pillars and GI fitting at various dia Under PDNA
2026_HPIPH_138930_1
NIT NO 7442-7541 DATED 10-07-2026
Open Tender
Civil Works - Water Works
Item Rate
180 days
CHOWARI CHAMBA HP
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
₹2.0 L
19 Aug 2026
13 Jul 2026
24 Jul 2026
13 Jul 2026
23 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations 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 rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. | 2,428.87 | Cum | - | - |
| 2Laying, jointing and testing in trenches galvanized mild steel tube, tube fitting (light grade) (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores. | |||||
| 2.1 | 15mm dia ( Light Class) | 1,930 | Rmt | - | - |
| 2.2 | 20mm dia (Light Class) | 2,580 | Rmt | - | - |
| 2.3 | 25mm dia ( Light Class) | 3,384 | Rmt | - | - |
| 2.4 | 32mm dia (Light Class) | 4,794 | Rmt | - | - |
| 2.5 | 40mm dia (Light Class) | 4,490 | Rmt | - | - |
| 2.6 | 50mm dia (Light Class) | 1,200 | Rmt | - | - |
| 2.7 | 65mm dia (Light Class) | 1,920 | Rmt | - | - |
| 2.8 | 100mm dia (Light Class) | 309 | Rmt | - | - |
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