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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹33.2 L+₹2.0 L (6.27%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹50.5 L+₹19.2 L (61.6%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹54.6 L+₹23.3 L (74.7%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | Rejected-Technical | - | Rejected-Technical Not Eligble as per Technical evaluation |
| Sl No | Description | Qty | Unit | Rawat Sanitations L1 | shyam engineers L3 | M/s Shaurya Associate L4 | Vijay Prakash L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation of earth soil mixed with single mooram and boulders in trench. Provide for proper completion of work lift up to 1.5 mtr and lead upto 30 mtr.
Soft Soil 80% | 5,370 | Cum | 9,66,600 ₹9,66,600 | 10,74,000 ₹10,74,000 | 10,20,300 ₹10,20,300 | 1,50,360 ₹1,50,360 Lowest |
| 1.01 | Medium Soil 20% | 1,342.5 | Cum | 1,61,100 ₹1,61,100 | 3,35,625 ₹3,35,625 | 3,15,487.5 ₹3,15,487.5 | 46,987.5 ₹46,987.5 Lowest |
| 2.00 | Dismantling of following dia screwed and socketed GI pipes/ MSERW pipes by welding and specials from trenches and stacking them properly within 50 m but excluding the cost of earth work.
350 mm (MS ERW 5.2 mm thick) by welding | 380 | M | 1,29,200 ₹1,29,200 | 2,47,000 ₹2,47,000 | 2,88,800 ₹2,88,800 | 49,400 ₹49,400 Lowest |
| 2.01 | 250 mm (MS ERW 4.8 mm thick) by welding | 1,100 | M | 3,39,900 ₹3,39,900 | 4,95,000 ₹4,95,000 | 5,61,000 ₹5,61,000 | 55,000 ₹55,000 Lowest |
| 3.00 | Carting, Laying, Jointing, Fixing and Testing of following dia GI and MS Pipe by welded joints including all fittings, specials, labour T&P etc . complete required for proper completion of work (By welding)
350 mm (MS ERW 4.8 mm thick) | 380 | M | 1,91,900 ₹1,91,900 Lowest | 4,94,000 ₹4,94,000 | 6,27,000 ₹6,27,000 | 6,08,000 ₹6,08,000 |
| 3.01 | 250 mm (MS ERW 4.8 mm thick) | 1,100 | M | 5,00,500 ₹5,00,500 Lowest | 9,90,000 ₹9,90,000 | 11,22,000 ₹11,22,000 | 12,10,000 ₹12,10,000 |
| 3.02 | 150 mm (MS ERW 4.8 mm thick) | 1,100 | M | 3,35,500 ₹3,35,500 Lowest | 5,50,000 ₹5,50,000 | 7,59,000 ₹7,59,000 | 7,70,000 ₹7,70,000 |
| 4.00 | Providing of all materials, lowering into trenches with true to alignment, Laying & Jointing of full lengths of HDPE Pipes of specified grade as per 1S:4984-1995 and specifications, with testing of pipe line including supply of jointing materials.
PE-100 Grade; PN- 6.0 (6.0 Kg/Cm?)
110 mm dia (near 06 No. Culvert L Side) | 96 | M. | 31,776 ₹31,776 Lowest | 50,880 ₹50,880 | 42,240 ₹42,240 | 38,400 ₹38,400 |
| 4.01 | 63 mm dia (near 06 No. Culvert L Side and Dobhal Chowk to Bridge) | 429 | M | 42,471 ₹42,471 Lowest | 75,075 ₹75,075 | 77,220 ₹77,220 | 55,770 ₹55,770 |
| 5.00 | Construction of Sluice Valve Chamber as per type design. (1.20 m x 1.20 m x 1.50 m) | 10 | Nos. | 1,10,860 ₹1,10,860 | 1,00,000 ₹1,00,000 | 1,60,000 ₹1,60,000 | 85,000 ₹85,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
20 Aug 2025, 5:00 pmClosed
Executive Engineer UJS Raipur
Office of Executive Engineer Raipur Uttarakhand Jal Sansthan Ring Road Jogiwala Dehradun
Laying and Shifting of Pipeline Work from 06 No. Puliya to Hathikhana Chowk, Dehradun
2025_UKJS_85868_1
614/E-Tender/2025-26 dated 07-08-2025
Open Tender
Civil Works - Water Works
Item Wise
90 days
Dehra Dun
As per Tender Documents
3 documents required · 3 mandatory
₹4,720
EE Uttarakhand Jal Sansthan Raipur Dehradun
₹1.3 L
Dehradun
2 Sept 2025
7 Aug 2025
22 Aug 2025
7 Aug 2025
20 Aug 2025
7 Aug 2025
12 Aug 2025
Excavation of earth soil mixed with single mooram and boulders in trench. Provide for proper completion of work lift up to 1.5 mtr and lead upto 30 mtr. Soft Soil 80%
Medium Soil 20%
Dismantling of following dia screwed and socketed GI pipes/ MSERW pipes by welding and specials from trenches and stacking them properly within 50 m but excluding the cost of earth work. 350 mm (MS ERW 5.2 mm thick) by welding
250 mm (MS ERW 4.8 mm thick) by welding
Carting, Laying, Jointing, Fixing and Testing of following dia GI and MS Pipe by welded joints including all fittings, specials, labour T&P etc . complete required for proper completion of work (By welding) 350 mm (MS ERW 4.8 mm thick)
250 mm (MS ERW 4.8 mm thick)
150 mm (MS ERW 4.8 mm thick)
Providing of all materials, lowering into trenches with true to alignment, Laying & Jointing of full lengths of HDPE Pipes of specified grade as per 1S:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. PE-100 Grade; PN- 6.0 (6.0 Kg/Cm?) 110 mm dia (near 06 No. Culvert L Side)
63 mm dia (near 06 No. Culvert L Side and Dobhal Chowk to Bridge)
Construction of Sluice Valve Chamber as per type design. (1.20 m x 1.20 m x 1.50 m)
Inter-Connection of the following existing distribution branch pipeline with main distribution pipeline at different places 350 mm MS to 350 mm MS
350 mm MS to 250 mm MS
250 mm MS to 200 mm MS
250 mm MS to 80 mm MS
250 mm MS to 50 mm MS
200 mm MS to 150 mm MS
200 mm MS to 100 mm GI
150 mm MS to 150 mm MS
150 mm MS to 80 mm GI
150 mm MS to 50 mm GI
200 mm DI to 90 mm HDPE
Shifting of service water connection from old pipeline to new one including supply of ferrule, clamp, nut-bolts complete
Vijay Prakash (BID ID -393143)
shyam engineers (BID ID -393229)
M/s Shaurya Associate (BID ID -393221)
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