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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-Finance JOGINDER NAGAR | SHAHID BHAGAT SINGH NAGAR | PUNJAB | 144509 | L1 | Accepted-Finance L1 | |
| 2 | L2₹8.0 L+₹25,613.63 (3.33%)Rejected-Finance VILLAGE KUNDLA P O SHAMTI TEHSIL DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | L2 | Rejected-Finance L2 | |
| 3 | L3₹8.0 L+₹29,723.27 (3.86%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹8.2 L+₹53,444.35 (6.95%)Rejected-Finance VPO BERI SUB TEHSIL BHOTA DISTT HAMIRPUR HP | L4 | Rejected-Finance L4 | |
| 5 | L5₹8.6 L+₹89,854.95 (11.7%)Rejected-Finance R O VILL GARH P O BARRAM TEHSIL JAISINGHPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Vinay Thakur L2 | DEEPAK KUMAR L1 | Vineet Kapoor L8 | Aashish Kumar L4 | D L3 | Ramesh kumar L7 | Bashir L6 | Anoop Kumar L9 | Ashwani Kumar L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 up to leads and lifts. | 1,460.03 | Per Cum. | 426 ₹6,21,972.78 | 405 ₹5,91,312.15 Lowest | 500 ₹7,30,015 | 450 ₹6,57,013.5 | 414 ₹6,04,452.42 | 530 ₹7,73,815.9 | 550 ₹8,03,016.5 | 616 ₹8,99,378.48 | 470 ₹6,86,214.1 |
| 2.00Laying and jointing of galvanised mild steel tube fitting light grade tube (Earth work in trenches to be measured and paid for separately) including all carriage of materials with in all leads and lifts as per the direction of Engineer-in-Charge | ||||||||||||
| 2.10 | 20 mm dia Nominal bore | 7,210 | Per Rmt. | 24 ₹1,73,040 | 24.7 ₹1,78,087 | 35 ₹2,52,350 | 23 ₹1,65,830 | 27 ₹1,94,670 | 27 ₹1,94,670 | 22 ₹1,58,620 Lowest | 23.76 ₹1,71,309.6 | 24 ₹1,73,040 |
Tender Value
Refer Docs
EMD Value
₹23,130
Closing Date
26 Aug 2026, 5:00 pmClosed
EE Jal Shakti Division Chamba
EE Jal Shakti Division Chamba
Excavation, laying, jointing and testing of GI pipe 20mm dia part-I (4420 rmt at various RD, part-II (2500 rmt at various RD) and part-III (290 rmt) for distribution system
2026_HPIPH_141508_1
EE-CBA-Tender-2026-7410-7460 dated 19.08.2026
Open Tender
Civil Works - Water Works
Item Rate
90 days
Chamba
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹23,130
24 Sept 2026
19 Aug 2026
27 Aug 2026
19 Aug 2026
26 Aug 2026
19 Aug 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 up to leads and lifts. | 1,460.03 | Per Cum. | - | - |
| 2Laying and jointing of galvanised mild steel tube fitting light grade tube (Earth work in trenches to be measured and paid for separately) including all carriage of materials with in all leads and lifts as per the direction of Engineer-in-Charge | |||||
| 2.1 | 20 mm dia Nominal bore | 7,210 | Per Rmt. | - | - |
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