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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹40.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹41.0 L+₹49,013.38 (1.21%)Admitted-Fee/PreQual/Technical/Finance | ₹41.0 L+₹49,013.38 (1.21%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹42.0 L+₹1.5 L (3.77%)Admitted-Fee/PreQual/Technical/Finance | ₹42.0 L+₹1.5 L (3.77%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Due to Registration Certificate is valid upto 23-08-2025 and DD not Submited |
| Sl No | Description | Qty | Unit | TEHRI ASSOCIATES L1 | Kailash Chandra L2 | TOTA KRISHANA BIJALWAN L3 |
|---|---|---|---|---|---|---|
| 1.00Supply of all materials, carting from site store to site of work, laying & jointing of G.I. Medium screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete. | ||||||
| 1.01 | G.I. Medium 15 mm dia | 1,800 | Mtr | 194 ₹3,49,200 | 195 ₹3,51,000 | 170 ₹3,06,000 Lowest |
| 1.02 | G.I. Medium 20 mm dia | 850 | Mtr | 250 ₹2,12,500 | 250 ₹2,12,500 | 245 ₹2,08,250 Lowest |
| 1.03 | G.I. Medium 25 mm dia | 900 | Mtr | 350 ₹3,15,000 | 350 ₹3,15,000 | 340 ₹3,06,000 Lowest |
| 1.04 | G.I. Medium 32 mm dia | 2,600 | Mtr | 442 ₹11,49,200 | 440 ₹11,44,000 Lowest | 450 ₹11,70,000 |
| 1.05 | G.I. Medium 40 mm dia | 500 | Mtr | 505 ₹2,52,500 | 500 ₹2,50,000 Lowest | 510 ₹2,55,000 |
| 1.06 | G.I. Medium 50mm dia | 300 | Mtr | 650 ₹1,95,000 | 640 ₹1,92,000 Lowest | 670 ₹2,01,000 |
| 2.00 | Excavation in soil mixed with single boulders etc. requiring the use of special T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches. | 2,232 | Cum | 345 ₹7,70,040 Lowest | 348 ₹7,76,736 | 355 ₹7,92,360 |
| 3.00Dismantling nominal dia screwed and socketed M.S. glavinised pipes, special and fitting including out pipe and special from trenches and stacking them properly within 50 m from but excluding the cost of excavation. | ||||||
| 3.01 | G.I. Medium 25 mm dia | 490 | Mtr | 140 ₹68,600 Lowest | 150 ₹73,500 | 170 ₹83,300 |
Tender Value
Refer Docs
EMD Value
₹87,000
Closing Date
3 Jul 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Construction Division Uttarakhand peyjal Nigam New Tehri
Retrofitting and Remaining Works in Lamridhar Market Water Supply Scheme.
2026_MDPEY_96876_1
335/405/11 dated 17.06.2026
Open Tender
Civil Works - Water Works
Item Rate
Jakhanidhar
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
EE CD UPJN NEW TEHRI
₹87,000
7 Jul 2026
22 Jun 2026
6 Jul 2026
23 Jun 2026
3 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Supply of all materials, carting from site store to site of work, laying & jointing of G.I. Medium screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete. | |||||
| 1.01 | G.I. Medium 15 mm dia | 1,800 | Mtr | - | - |
| 1.02 | G.I. Medium 20 mm dia | 850 | Mtr | - | - |
| 1.03 | G.I. Medium 25 mm dia | 900 | Mtr | - | - |
| 1.04 | G.I. Medium 32 mm dia | 2,600 | Mtr | - | - |
| 1.05 | G.I. Medium 40 mm dia | 500 | Mtr | - | - |
| 1.06 | G.I. Medium 50mm dia | 300 | Mtr | - | - |
| 2 | Excavation in soil mixed with single boulders etc. requiring the use of special T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches. | 2,232 | Cum | - | - |
| 3Dismantling nominal dia screwed and socketed M.S. glavinised pipes, special and fitting including out pipe and special from trenches and stacking them properly within 50 m from but excluding the cost of excavation. | |||||
| 3.01 | G.I. Medium 25 mm dia | 490 | Mtr | - | - |
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