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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-Finance | ₹2.7 L | L1 | Accepted-Finance accepted |
| 2 | L2₹3.0 L+₹27,388.50 (10.0%)Rejected-Finance TEHSIL BHARMOUR DISTRICT CHAMBA HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | ₹3.0 L+₹27,388.50 (10.0%) | L2 | Rejected-Finance rejected |
| 3 | L3₹3.0 L+₹32,229 (11.8%)Rejected-Finance | ₹3.0 L+₹32,229 (11.8%) | L3 | Rejected-Finance rejected |
| 4 | L4₹3.5 L+₹81,077 (29.7%)Rejected-Finance | ₹3.5 L+₹81,077 (29.7%) | L4 | Rejected-Finance rejected |
| 5 | Rejected-Technical GOVT CONT VILLAGE AND P O NANIKHAD TEHSIL BHATTIYAT AND DISTT CHAMBA H P | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | PRAHLAD SINGH L3 | Santosh Sharma L1 | VIDAL SHARMA L4 | Anoop Kumar 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. | 498.38 | Cum. | 350 ₹1,74,433 | 300 ₹1,49,514 Lowest | 450 ₹2,24,271 | 375 ₹1,86,892.5 |
| 2.00Laying, jointing 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 | 20mm dia Nominal bore. | 1,000 | Rmt. | 25 ₹25,000 | 20 ₹20,000 Lowest | 25 ₹25,000 | 22 ₹22,000 |
| 2.20 | 50 mm dia Nominal bore. | 300 | Rmt. | 45 ₹13,500 | 43 ₹12,900 | 43 ₹12,900 | 40 ₹12,000 Lowest |
| 3.00Dismantling of galvanized mild steel tube, tube fitting (light grade) (earth work in trenches to be measured and paid for separately ) and stacking at Sectional store complete within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores. | |||||||
| 3.10 | 50 mm dia nominal bore | 1,000 | Rmt. | 40 ₹40,000 | 40 ₹40,000 | 40 ₹40,000 | 35 ₹35,000 Lowest |
| 4.00Relaying and jointing 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. | |||||||
| 4.10 | 50 mm dia nominal bore | 1,000 | Rmt. | 40 ₹40,000 | 40 ₹40,000 | 40 ₹40,000 | 34 ₹34,000 Lowest |
| 5.00Providing and fixing of G.I Unions of superior quality ISI complete in all respect within all lead lifts as per the direction of Engineer -in- Charge. | |||||||
| 5.10 | 20mm dia | 10 | Nos. | 90 ₹900 | 88 ₹880 | 88 ₹880 | 70 ₹700 Lowest |
Tender Value
₹5.3 L
EMD Value
₹10,658
Closing Date
14 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
AS PER PROCEEDING
2026_HPIPH_140527_1
NIT NO 9745-50 DATED 31-07-2026
Open Tender
Civil Works - Water Works
Item Rate
60 days
CHOWARI CHAMBA HP
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
₹10,658
27 Aug 2026
4 Aug 2026
17 Aug 2026
4 Aug 2026
14 Aug 2026
4 Aug 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. | 498.38 | Cum. | - | - |
| 2Laying, jointing 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 | 20mm dia Nominal bore. | 1,000 | Rmt. | - | - |
| 2.2 | 50 mm dia Nominal bore. | 300 | Rmt. | - | - |
| 3Dismantling of galvanized mild steel tube, tube fitting (light grade) (earth work in trenches to be measured and paid for separately ) and stacking at Sectional store complete within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores. | |||||
| 3.1 | 50 mm dia nominal bore | 1,000 | Rmt. | - | - |
| 4Relaying and jointing 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. | |||||
| 4.1 | 50 mm dia nominal bore | 1,000 | Rmt. | - | - |
| 5Providing and fixing of G.I Unions of superior quality ISI complete in all respect within all lead lifts as per the direction of Engineer -in- Charge. | |||||
| 5.1 | 20mm dia | 10 | Nos. | - | - |
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