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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.3 LAdmitted-Finance | ₹48.3 L | L1 | Admitted-Finance |
| 2 | L2₹49.4 L+₹1.1 L (2.28%)Admitted-Finance | ₹49.4 L+₹1.1 L (2.28%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Unqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Unqualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Unqualified |
| Sl No | Description | Qty | Unit | SUSHIL KUMAR NAINWAL L1 | Shaurya Associates L2 |
|---|---|---|---|---|---|
| 1.00REPLACEMENT OF G.I PIPE LINE IN PLACE OF OLD AND DAMAGE PIPE LINE AT YAMUNA COLONY WARD 33, GOVINDGARH WARD 34,SHRI DEV SUMAN WARD 35 & VIJAY PARK WARD 36 KAULAGARH ZONE UNDER NORTH DIVISION DEHRADUN. | |||||
| 1.01 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in - charge. | 198.45 | cum | 2,97,675 ₹2,97,675 Lowest | 3,23,473.5 ₹3,23,473.5 |
| 1.02 | Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutmets, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centring, shuttering and finishing.
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 252.9 | cum | 15,17,400 ₹15,17,400 Lowest | 15,92,764.2 ₹15,92,764.2 |
| 1.03 | Excavation earth with mixed mooram singles, kankar etc depth up to 1.50mtr below G.L. for trenches. | 839.09 | cum | 2,01,381.6 ₹2,01,381.6 Lowest | 2,03,059.78 ₹2,03,059.78 |
| 1.04 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal umping ground or as approved by Engineer-in-charge, eyond 50 m initial lead, for all leads including all lifts involved | 198.45 | cum | 43,659 ₹43,659 Lowest | 43,659 ₹43,659 Lowest |
| 1.05 | Barricating in one rows and necessary diversion of path and where as necessary with the help of ballies, ropes, flage, signal and light signal caution boards etc.upto a height of 1.8 m as per requirement including supply of all material, T&P etc. complete. For sewer lines | 120 | cum | 18,000 ₹18,000 Lowest | 19,440 ₹19,440 |
| 1.06 | Provinding, Lowering into terenches with true to alignment, laying & jointing of full of HDPE pipe of specified grade as per IS :4984-1995 and specifications with testing of pipe line including supply of jointing materials.
50 mm dia. nominal bore. PE-63 Grade, PN- 10.0(10.0 kg/cm2) | 534 | rmt | 1,04,130 ₹1,04,130 Lowest | 1,06,266 ₹1,06,266 |
| 1.07 | 63 mm dia. nominal bore. PE-63 Grade, PN- 10.0(10.0 kg/cm2) | 552 | rmt | 1,60,080 ₹1,60,080 Lowest | 1,64,496 ₹1,64,496 |
| 1.08 | 90 mm dia. nominal bore. PE-63 Grade, PN- 10.0(10.0 kg/cm2) | 1,248 | rmt | 7,05,120 ₹7,05,120 Lowest | 7,05,120 ₹7,05,120 Lowest |
| 1.09 | Making connection with existing M.S G.I mains of upto 25mm nominal dia including cutting and threading of pipe bailing out water fixing if required specials and testing etc complete but excluding cost of insertion pipe and specials | 10 | no. | 15,000 ₹15,000 Lowest | 15,000 ₹15,000 Lowest |
Tender Value
₹59.4 L
EMD Value
₹1.0 L
Closing Date
28 Jul 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer (North), Uttarakhand Jal Sansthan, 32 Rajpur Road, Dehradun
REPLACEMENT OF G.I PIPE LINE IN PLACE OF OLD AND DAMAGE PIPE LINE AT YAMUNA COLONY WARD 33, GOVINDGARH WARD 34,SHRI DEV SUMAN WARD 35 and VIJAY PARK WARD 36 KAULAGARH ZONE UNDER NORTH DIVISION DEHRADUN
2026_UKJS_97666_1
565/E-Nivida/2026-27 date 23.06.2026
Open Tender
Civil Works - Water Works
Item Wise
60 days
Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer, North, UJS
₹1.0 L
Dehradun
2 Sept 2026
15 Jul 2026
30 Jul 2026
15 Jul 2026
28 Jul 2026
21 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1REPLACEMENT OF G.I PIPE LINE IN PLACE OF OLD AND DAMAGE PIPE LINE AT YAMUNA COLONY WARD 33, GOVINDGARH WARD 34,SHRI DEV SUMAN WARD 35 & VIJAY PARK WARD 36 KAULAGARH ZONE UNDER NORTH DIVISION DEHRADUN. | |||||
| 1.01 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in - charge. | 198.45 | cum | - | - |
| 1.02 | Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutmets, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centring, shuttering and finishing.
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 252.9 | cum | - | - |
| 1.03 | Excavation earth with mixed mooram singles, kankar etc depth up to 1.50mtr below G.L. for trenches. | 839.09 | cum | - | - |
| 1.04 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal umping ground or as approved by Engineer-in-charge, eyond 50 m initial lead, for all leads including all lifts involved | 198.45 | cum | - | - |
| 1.05 | Barricating in one rows and necessary diversion of path and where as necessary with the help of ballies, ropes, flage, signal and light signal caution boards etc.upto a height of 1.8 m as per requirement including supply of all material, T&P etc. complete. For sewer lines | 120 | cum | - | - |
| 1.06 | Provinding, Lowering into terenches with true to alignment, laying & jointing of full of HDPE pipe of specified grade as per IS :4984-1995 and specifications with testing of pipe line including supply of jointing materials.
50 mm dia. nominal bore. PE-63 Grade, PN- 10.0(10.0 kg/cm2) | 534 | rmt | - | - |
| 1.07 | 63 mm dia. nominal bore. PE-63 Grade, PN- 10.0(10.0 kg/cm2) | 552 | rmt | - | - |
| 1.08 | 90 mm dia. nominal bore. PE-63 Grade, PN- 10.0(10.0 kg/cm2) | 1,248 | rmt | - | - |
| 1.09 | Making connection with existing M.S G.I mains of upto 25mm nominal dia including cutting and threading of pipe bailing out water fixing if required specials and testing etc complete but excluding cost of insertion pipe and specials | 10 | no. | - | - |
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