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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.2 LAccepted-Finance | ₹50.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹61.0 L+₹10.8 L (21.6%)Rejected-Finance | ₹61.0 L+₹10.8 L (21.6%) | L2 | Rejected-Finance L2 |
| 3 | L3₹73.9 L+₹23.7 L (47.3%)Rejected-Finance | ₹73.9 L+₹23.7 L (47.3%) | L3 | Rejected-Finance L3 |
| 4 | L4₹75.8 L+₹25.6 L (51.1%)Rejected-Finance | ₹75.8 L+₹25.6 L (51.1%) | L4 | Rejected-Finance L4 |
| 5 | L5₹76.1 L+₹26.0 L (51.8%)Rejected-Finance HIMACHAL PRADESH HP | ₹76.1 L+₹26.0 L (51.8%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Suraj Rana L2 | madan lal thakur L3 | Rahul Kumar Govt Contractor L1 | Ajay Kumar L5 | Bhupinder Guleria L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge | 1,901.25 | Per Cum. | 750 ₹14,25,937.5 | 830 ₹15,78,037.5 | 485 ₹9,22,106.25 Lowest | 868 ₹16,50,285 | 850 ₹16,16,062.5 |
| 2.00Providing Laying, Jointing in trenches galvanized mild steel tubes (LG) IS 1239 (part-I) 2024 ( latest with up to date ammendments) including fittings complete (earth work in trenches to be measured and paid for seperately as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores. The pipe shall be arranged from the manufactures who are holding valid BIS/ ISI/API license. (The make of GI pipe should be Jindal/ Tata/ Surya Roshni and Swastik) | ||||||||
| 2.01 | 15mm dia Nominal bore | 1,000 | Per Rmt. | 142 ₹1,42,000 Lowest | 190 ₹1,90,000 | 158 ₹1,58,000 | 198 ₹1,98,000 | 200 ₹2,00,000 |
| 2.02 | 20 mm dia Nominal bore | 1,100 | Per Rmt. | 190 ₹2,09,000 Lowest | 250 ₹2,75,000 | 191 ₹2,10,100 | 258 ₹2,83,800 | 260 ₹2,86,000 |
| 2.03 | 25 mm dia Nominal bore | 950 | Per Rmt. | 260 ₹2,47,000 | 325 ₹3,08,750 | 222 ₹2,10,900 Lowest | 328 ₹3,11,600 | 330 ₹3,13,500 |
| 2.04 | 32 mm dia Nominal bore | 1,240 | Per Rmt. | 315 ₹3,90,600 | 410 ₹5,08,400 | 293 ₹3,63,320 Lowest | 418 ₹5,18,320 | 420 ₹5,20,800 |
| 2.05 | 40 mm dia Nominal bore | 1,370 | Per Rmt. | 400 ₹5,48,000 | 525 ₹7,19,250 | 325 ₹4,45,250 Lowest | 528 ₹7,23,360 | 530 ₹7,26,100 |
| 2.06 | 50 mm dia Nominal bore | 1,440 | Per Rmt. | 495 ₹7,12,800 | 650 ₹9,36,000 | 389 ₹5,60,160 Lowest | 658 ₹9,47,520 | 660 ₹9,50,400 |
| 2.07 | 65 mm dia Nominal bore | 800 | Per Rmt. | 712 ₹5,69,600 | 950 ₹7,60,000 | 595 ₹4,76,000 Lowest | 958 ₹7,66,400 | 960 ₹7,68,000 |
| 2.08 | 80 mm dia Nominal bore | 250 | Per Rmt. | 800 ₹2,00,000 | 1,100 ₹2,75,000 | 679 ₹1,69,750 Lowest | 1,188 ₹2,97,000 | 1,250 ₹3,12,500 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
4 Aug 2026, 5:00 pmClosed
EE Jal Shakti Division Chamba
EE Jal Shakti Division Chamba
Providing, laying, jointing, and Testing of G.I pipe (Screwed and socketed) of various dia. at Various RDs
2026_HPIPH_140053_1
EE-JSV-CBA-GA-2026-6468-6518 dated 27.07.2026
Open Tender
Civil Works - Water Works
Item Rate
180 days
Chamba
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹1.1 L
23 Sept 2026
27 Jul 2026
5 Aug 2026
27 Jul 2026
4 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge | 1,901.25 | Per Cum. | - | - |
| 2Providing Laying, Jointing in trenches galvanized mild steel tubes (LG) IS 1239 (part-I) 2024 ( latest with up to date ammendments) including fittings complete (earth work in trenches to be measured and paid for seperately as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores. The pipe shall be arranged from the manufactures who are holding valid BIS/ ISI/API license. (The make of GI pipe should be Jindal/ Tata/ Surya Roshni and Swastik) | |||||
| 2.01 | 15mm dia Nominal bore | 1,000 | Per Rmt. | - | - |
| 2.02 | 20 mm dia Nominal bore | 1,100 | Per Rmt. | - | - |
| 2.03 | 25 mm dia Nominal bore | 950 | Per Rmt. | - | - |
| 2.04 | 32 mm dia Nominal bore | 1,240 | Per Rmt. | - | - |
| 2.05 | 40 mm dia Nominal bore | 1,370 | Per Rmt. | - | - |
| 2.06 | 50 mm dia Nominal bore | 1,440 | Per Rmt. | - | - |
| 2.07 | 65 mm dia Nominal bore | 800 | Per Rmt. | - | - |
| 2.08 | 80 mm dia Nominal bore | 250 | Per Rmt. | - | - |
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