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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance NANDNI VIHAR ADHOIWALA DEHRADUN | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹5.7 L (3.84%)Admitted-Finance | ₹1.5 Cr+₹5.7 L (3.84%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹7.1 L (4.77%)Admitted-Finance 108 3 CHANDAR NAGAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.5 Cr+₹7.1 L (4.77%) | L3 | Admitted-Finance |
| 4 | L4₹1.7 Cr+₹17.8 L (12.1%)Admitted-Finance | ₹1.7 Cr+₹17.8 L (12.1%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical BAGUIPARA CHAPLINPALLY VIVEKANANDA ROAD RAJPUR | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | shyam engineers L4 | MITTAL MACHINES PVT LTD L3 | Sunil Chandra Joshi L2 | ESPY ASSOCIATES L1 |
|---|---|---|---|---|---|---|---|
| 1.00Supply, Laying and Jointing of MSERW pipe line 200mm (7mm thick) and Appurtenant works Under SDMF at Karanprayag nagar Water Supply Scheme in Karanprayag block of District Chamoli | |||||||
| 1.01 | Excavation in foundation for retaining & breast wall in all types of soils and rocks cu.m including lead, lift and disposal of surplus material as per direction of engineer - in - charge
for protection wall (in foundation) | 1.65 | /cum | 795.3 ₹795.3 | 734.25 ₹734.25 Lowest | 795.3 ₹795.3 | 795.3 ₹795.3 |
| 1.02 | Laying of concrete with 4cm. Guage stone ballast, local sand and cement in proportation of 1:4 : 8 including supply of all materials, labours, T&P etc. required for proper completion of the work (Excluding cartage of cement from store to site)
for protection wall of (in foundation) | 1.65 | /cum | 10,147.5 ₹10,147.5 | 9,735 ₹9,735 Lowest | 10,147.5 ₹10,147.5 | 10,065 ₹10,065 |
| 1.03 | R R Stone massnonary in1:6 including supply of all materials, labours, T&P etc. required for proper completion of the work
For P/Wall | 12.75 | /cum | 61,200 ₹61,200 Lowest | 73,950 ₹73,950 | 61,200 ₹61,200 Lowest | 61,200 ₹61,200 Lowest |
| 1.04 | Dismantling of Flexible Pavements
(a) Bituminous Courses | 5.4 | /cum | 6,318 ₹6,318 | 5,940 ₹5,940 Lowest | 6,350.4 ₹6,350.4 | 6,350.4 ₹6,350.4 |
| 1.05 | K.C. Type Drain | 300 | /Rmt | 4,50,000 ₹4,50,000 | 4,35,000 ₹4,35,000 Lowest | 4,80,000 ₹4,80,000 | 4,80,000 ₹4,80,000 |
| 1.06 | Providing of P.C.C. 1:2:4 | 33 | /cum | 2,31,000 ₹2,31,000 Lowest | 2,77,200 ₹2,77,200 | 2,73,900 ₹2,73,900 | 2,77,200 ₹2,77,200 |
| 1.07 | Excavation of earth in soil mixed etc for pipe line trenches
a) Ordinary soil (75% of total soil) | 1,788.75 | /cum | 4,47,187.5 ₹4,47,187.5 | 4,47,187.5 ₹4,47,187.5 | 5,36,625 ₹5,36,625 | 89,437.5 ₹89,437.5 Lowest |
| 1.08 | b) Medium rock (25% of total soil) | 596.25 | /cum | 2,38,500 ₹2,38,500 | 1,78,875 ₹1,78,875 | 2,50,425 ₹2,50,425 | 59,625 ₹59,625 Lowest |
| 1.09 | Supply of all materials, carting laying jointing, Fixing And Testing of of following dia MSERW Pipe with specials and fitting in trenches under ground including cutting . Laying and jointing by electric welding (As per marked MSERW pipe conforming to IS 3183/2007 Grade-L-210, PSL-1)
200 mm (7 mm thick) | 2,650 | /Rmt | 1,51,05,000 ₹1,51,05,000 | 1,40,45,000 ₹1,40,45,000 | 1,37,13,750 ₹1,37,13,750 Lowest | 1,37,80,000 ₹1,37,80,000 |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
14 Feb 2025, 12:00 pmClosed
Superintending Engineer
Superintending Engineer, Uttarakhand Jal Sansthan Karanprayag
Supply, Laying and Jointing of MSERW pipe line 200mm (7mm thick) and Appurtenant works Under SDMF at Karanprayag nagar Water Supply Scheme in Karanprayag block of District Chamoli.
2025_UKJS_79716_1
882/e-tender notice/2024-25 Date 28-01-2025
Open Tender
Civil Works - Water Works
Item Wise
180 days
Karanprayag
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE Uttarakhand Jal Sansthan
₹3.6 L
Karanprayag
23 May 2025
30 Jan 2025
14 Feb 2025
30 Jan 2025
14 Feb 2025
1 Feb 2025
1 Feb 2025
Supply, Laying and Jointing of MSERW pipe line 200mm (7mm thick) and Appurtenant works Under SDMF at Karanprayag nagar Water Supply Scheme in Karanprayag block of District Chamoli
Excavation in foundation for retaining & breast wall in all types of soils and rocks cu.m including lead, lift and disposal of surplus material as per direction of engineer - in - charge for protection wall (in foundation)
Laying of concrete with 4cm. Guage stone ballast, local sand and cement in proportation of 1:4 : 8 including supply of all materials, labours, T&P etc. required for proper completion of the work (Excluding cartage of cement from store to site) for protection wall of (in foundation)
R R Stone massnonary in1:6 including supply of all materials, labours, T&P etc. required for proper completion of the work For P/Wall
Dismantling of Flexible Pavements (a) Bituminous Courses
K.C. Type Drain
Providing of P.C.C. 1:2:4
Excavation of earth in soil mixed etc for pipe line trenches a) Ordinary soil (75% of total soil)
b) Medium rock (25% of total soil)
Supply of all materials, carting laying jointing, Fixing And Testing of of following dia MSERW Pipe with specials and fitting in trenches under ground including cutting . Laying and jointing by electric welding (As per marked MSERW pipe conforming to IS 3183/2007 Grade-L-210, PSL-1) 200 mm (7 mm thick)
Cartage by truck average distance form Rishikesh to working site 185 km
Head load 5Km
Sunil Chandra Joshi (BID ID -359820)
MITTAL MACHINES PVT LTD (BID ID -359802)
shyam engineers (BID ID -358949)
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