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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹33.4 L (11.3%)Admitted-Finance 09 DADU BAGH MARKET KANKHAL HARIDWAR | HARIDWAR | HARIDWAR | UTTARAKHAND | ₹3.3 Cr+₹33.4 L (11.3%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical DURGA ENCLAVE NEAR HILL VIEW APARTMENT SAHASTRADHARA ROAD DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | - | - | Rejected-Technical Disqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| 5 | Rejected-Technical NEAR HAIDAKHAN MANDIR VILL PO CHILIYANAULA RANIKHET DISTT ALMORA UTTARAKHAND 263645 | ALMORA | UTTARAKHAND | 263645 | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | goyal and sons L2 | shyam engineers L1 |
|---|---|---|---|---|---|
| 1.00 | Civil Works- Pipeline
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge | - | - | - | - |
| 1.01 | Bituminous road | 395.85 | Sqm | 400 ₹1,58,340 | 350 ₹1,38,547.5 Lowest |
| 2.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | - | - | - | - |
| 2.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 239.93 | Cum | 2,200 ₹5,27,846 | 2,062 ₹4,94,735.66 Lowest |
| 3.00 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 464 | Sqm | 150 ₹69,600 | 111 ₹51,504 Lowest |
| 4.00 | Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 30 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches. | 2,542 | Cum | 350 ₹8,89,700 | 280 ₹7,11,760 Lowest |
| 5.00 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 163.24 | Cum | 1,900 ₹3,10,156 | 1,794 ₹2,92,852.56 Lowest |
| 6.00 | Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally cast (spun) Ductile iron pipes including supply of "EPDM" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete. | - | - | - | - |
| 6.01 | D.I. Pipe conforming to IS: 8329/2000 | - | - | - | - |
| 6.02D.I. Pipe S&S K-9 | |||||
Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
19 Aug 2026, 5:00 pmClosed
Superintending Engineer
Office of Superintending Engineer, Construction Circle, UKPJN, Dehradun
Construction of Tube Well, Pump House, Laying and jointing of Rising Main and Distribution system of Upper Sondhowali River Ghati Water Supply Scheme under State Sector Programme
2026_MDPEY_97928_1
Letter No. 2467/NIVIDA/128 Dated 20.07.2026
Open Tender
Civil Works
Item Rate
365 days
Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
Executive Engineer Central Store Division UKPJN
₹7.2 L
Dehradun
19 Sept 2026
21 Jul 2026
25 Aug 2026
21 Jul 2026
19 Aug 2026
28 Jul 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Works- Pipeline
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge | - | - | 1.25 | - |
| 1.01 | Bituminous road | 395.85 | Sqm | - | - |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | - | - | 100 | - |
| 2.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 239.93 | Cum | 53 | ₹12,716.29 |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 464 | Sqm | 10 | ₹4,640 |
| 4 | Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 30 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches. | 2,542 | Cum | 11 | ₹27,962 |
| 5 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 163.24 | Cum | 11 | ₹1,795.64 |
| 6 | Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally cast (spun) Ductile iron pipes including supply of "EPDM" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete. | - | - | 10 | - |
| 6.01 | D.I. Pipe conforming to IS: 8329/2000 | - | - | 22 | - |
| 6.02 | D.I. Pipe S&S K-9 | - | - | - | - |
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