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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.5 LAccepted-Finance | ₹41.5 L | L1 | Accepted-Finance Accept |
| 2 | L2₹49.3 L+₹7.9 L (19.0%)Rejected-Finance | ₹49.3 L+₹7.9 L (19.0%) | L2 | Rejected-Finance Reject L3 |
| 3 | L3₹55.4 L+₹14.0 L (33.7%)Rejected-Finance HOSPITAL ROAD SOLAN TEHSIL SOLAN DISTRICT SOLAN HP | SOLAN | SOLAN | HIMACHAL PRADESH | ₹55.4 L+₹14.0 L (33.7%) | L3 | Rejected-Finance Reject L3 |
| 4 | L4₹57.3 L+₹15.8 L (38.1%)Rejected-Finance | ₹57.3 L+₹15.8 L (38.1%) | L4 | Rejected-Finance Reject L4 |
| Sl No | Description | Qty | Unit | shiv iron general engineers L2 | Surjeet Singh Thakur L3 | Vijay Pal Singh L1 | PREM SINGH L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in drains and channels etc in earth work in all kinds of soil such as kankar moorum , shingles, conglomerate saturated soil decomposed of soft rock & hard rock by blasting including dressing of sides and beds, disposing of excavated earth with in all leads and lifts, disposed earth to be levelled and neatly dressed and then returing the stacked soil in to foundation and trenches etc including ramming and watering and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge. | 2,915.73 | Cum | 250 ₹7,28,932.5 | 200 ₹5,83,146 | 31 ₹90,387.63 Lowest | 280 ₹8,16,404.4 |
| 2.00Providing,Laying, Jointing and testing in trenches galvanized mild steel tubes (Light grade) confirming to IS 1239 (Part-I) 2004 i.e. tube fitting such as tees, bends, unions etc following dia metres of GMS pipes ( Earth work to be measured and paid for separately ) including all leads , lifts and carriage of material at site and as directed by the Engineer Incharge. | |||||||
| 2.01 | 15 mm dia (L) | 5,000 | Rmt | 146.25 ₹7,31,250 Lowest | 155 ₹7,75,000 | 151 ₹7,55,000 | 165 ₹8,25,000 |
| 2.02 | 20 mm dia (L) | 5,000 | Rmt | 136.6 ₹6,83,000 Lowest | 205 ₹10,25,000 | 171 ₹8,55,000 | 190 ₹9,50,000 |
| 2.03 | 25 mm dia (L) | 6,375 | Rmt | 263.37 ₹16,78,983.75 | 295 ₹18,80,625 | 211 ₹13,45,125 Lowest | 290 ₹18,48,750 |
| 2.04 | 32 mm dia (L) | 1,614 | Rmt | 319.71 ₹5,16,011.94 | 365 ₹5,89,110 | 271 ₹4,37,394 Lowest | 400 ₹6,45,600 |
| 2.05 | 40 mm dia (L) | 500 | Rmt | 383.33 ₹1,91,665 Lowest | 445 ₹2,22,500 | 451 ₹2,25,500 | 390 ₹1,95,000 |
| 2.06 | 50 mm dia (L) | 500 | Rmt | 485.57 ₹2,42,785 Lowest | 560 ₹2,80,000 | 551 ₹2,75,500 | 540 ₹2,70,000 |
| 2.07 | 65 mm dia (L) | 250 | Rmt | 646.22 ₹1,61,555 Lowest | 750 ₹1,87,500 | 651 ₹1,62,750 | 710 ₹1,77,500 |
Tender Value
₹53.8 L
EMD Value
₹53,087
Closing Date
30 Apr 2026, 1:00 pmClosed
Executive Engineer
Jal Shakti Division Rajgarh
SH Providing, Laying and Jointing GI pipes of various dia of various GWSS LWSS Schemes affected during disaster Part-1
2026_HPIPH_134690_4
759-858 dated 18-04-2026
Open Tender
Civil Works
Item Rate
90 days
Rajgarh
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹53,087
Yes
31 Aug 2026
20 Apr 2026
30 Apr 2026
20 Apr 2026
30 Apr 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in drains and channels etc in earth work in all kinds of soil such as kankar moorum , shingles, conglomerate saturated soil decomposed of soft rock & hard rock by blasting including dressing of sides and beds, disposing of excavated earth with in all leads and lifts, disposed earth to be levelled and neatly dressed and then returing the stacked soil in to foundation and trenches etc including ramming and watering and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge. | - | Cum | - | - |
| - | Providing,Laying, Jointing and testing in trenches galvanized mild steel tubes (Light grade) confirming to IS 1239 (Part-I) 2004 i.e. tube fitting such as tees, bends, unions etc following dia metres of GMS pipes ( Earth work to be measured and paid for separately ) including all leads , lifts and carriage of material at site and as directed by the Engineer Incharge. | - | - | - | - |
| - | 15 mm dia (L) | - | Rmt | - | - |
| - | 20 mm dia (L) | - | Rmt | - | - |
| - | 25 mm dia (L) | - | Rmt | - | - |
| - | 32 mm dia (L) | - | Rmt | - | - |
| - | 40 mm dia (L) | - | Rmt | - | - |
| - | 50 mm dia (L) | - | Rmt | - | - |
| - | 65 mm dia (L) | - | Rmt | - | - |
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