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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 CrAdmitted-Finance 825 GANDHI CHOWK RANIKHET 263645 DISTRICT ALMORA | RANIKHET | ALMORA | UTTARAKHAND | 263645 | L1 | Admitted-Finance | |
| 2 | L2₹13.8 Cr+₹9.1 L (0.66%)Admitted-Finance JAKHANADEVI DISTRICT ALMORA UTTARAKHAND | L2 | Admitted-Finance | |
| 3 | L3₹13.9 Cr+₹20.3 L (1.48%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹16.3 Cr+₹2.5 Cr (18.4%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | Rejected-Technical C 62 SHATABDI NAGAR ALIGARH 202001 UTTAR PRADESH | ALIGARH | ALIGARH | UTTAR PRADESH | 202001 | - | Rejected-Technical Unqualified |
| Sl No | Description | Qty | Unit | M/s Trilok Rawat L4 | M/s Kashmirilal Constructions Pvt. Ltd. L1 | ms mohd usman L3 | Shivraj Banola L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Survey, design, drawing, testing of bearing capacity, hydraulogical, geological survey and construction of water tight circular R.C.C. Dry Intake well cum pump house to withstand safely the river current / discharge, seismic/wind or all other natural effects and suitable for taking approximate 1275 LPM raw water discharge, including supply of all material, labour, T&P etc. required for proper completion of work. Inner diameter of well shall be 7.0 metre. Height of well is approximately 17.0 metre (upto Deck Slab) with pump house above deck slab made up of brick masonry 4.00 m height on top of well and depth of foundation below G. L. is liable to change according to geo-investigation, structural design and site conditions. Height of pump house will be 4.00 m (including space required for Motors, HT Pannels etc.). Atleast three (03) inlets (on different levels/heights) with a common header should be installed at/above intake floor with stainer (outside) to tap river water, pipe arrangement for drazzing pump, M.S. girder 350 mm , sluice valves as required, 1.20 metre wide balcony all arround the well shaft above HFL, doors and windows, pump foundations, painting, distempering and snowsem all inside and outside of well, four layer M.S. railing should be on aproach bridge/balcony and there should be 1.0 metre wide spiral MS Iron stair with hand rail from pump house floor to bottom of intake. The rates should be inclusive of river diversion, all excavation required for well and bridge and dewatering etc. For any increase/decrease in these heights/lengths, rates are shouted below.) including all labour material T&P or as directed by Engineer in Charge. | 1 | No. | 1,25,00,000 ₹1,25,00,000 | 90,00,000 ₹90,00,000 | 1,40,00,000 ₹1,40,00,000 | 79,81,920 ₹79,81,920 Lowest |
| 2.00 | Construction of RCC approach bridge of 2.5 m wide and 15 m long to reach over the well with proper bearing plates, proper abutment & 03 row MS/GI pipe railing on each side including supply of all materials, labour, T&P etc. required for proper completion of work | 15 | Rm | 2,50,000 ₹37,50,000 | 1,41,800 ₹21,27,000 | 2,00,000 ₹30,00,000 | 95,000 ₹14,25,000 Lowest |
| 3.00 | Survey, hydraullic/structural design, drawing, testing of soil bearing capacity, site development, approach road, and construction of water tight R.C.C. 2.30 MLD Capacity rapid gravity treatment plant consisting of Inlet chamber, Pre sedimentation tank (tube settler), mixing unit, floculation unit, chemical house, laboratory, hopper bottom settling tanks (tube setler), rapid sand filter of four equal units 1.15 MLD each with alum doser , bleaching or chlorine mixing doser & back wash arrangements, Operation platform, clear water chamber, approved filter media, 0.60 M wide appron, gate/sluice valves and their chambers, discharge measurement at inlet and outlet unit,and all other appurtenent works. Including supply and fixing pipe for proper drainage arrangement upto out side the WTP campus, MSERW pipes for connecting the units, electrification and lighting arrangement inside and outside of operating platform and filter, tiles flooring, double doors and windows in operating room, painting, distempering and snowsem all inside and outside of WTP, three layer M.S. railing should be on stairs, filter all as required or as directed by Engineer in Charge. Including supply of all material, labour, T&P etc. required for proper completion and functioning of WTP. | 1 | No. | 2,25,00,000 ₹2,25,00,000 | 1,40,00,000 ₹1,40,00,000 Lowest | 2,05,00,000 ₹2,05,00,000 | 1,40,00,000 ₹1,40,00,000 Lowest |
| 4.00Confirmatory survey , design, Supply, Carting laying and jointing with welding following sizesMSERW pipe at site of work. (The contractor have to survey the site, take levels with total station, measure the length of pipe with metallic tape on prescribed alignment and submit the design of rising main for checking of thickness of pipe before ordering for supply of pipe). On completion of work the laid length of pipe will be deemed eligible for supply. The respective amount for quantity of surplus supply of pipes (which remained unlaid or unutilized) will be deducted from final bill and surplus quantity of pipes will be the property of contractor.) | |||||||
| 4.01 | From Intake Well to MPS-
200 mm dia 4.0 mm Thickness | 150 | Rm | 3,800 ₹5,70,000 | 3,158 ₹4,73,700 | 3,000 ₹4,50,000 Lowest | 3,100 ₹4,65,000 |
| 4.02 | From MPS to Top CWR-I-
200 mm dia 4.8 mm Thickness | 1,235 | Rm | 4,700 ₹58,04,500 | 3,823 ₹47,21,405 | 3,000 ₹37,05,000 Lowest | 3,750 ₹46,31,250 |
| 4.03 | From MPS to Top CWR-II-
125 mm dia 4.0 mm Thickness | 1,833 | Rm | 2,800 ₹51,32,400 | 2,000 ₹36,66,000 | 2,300 ₹42,15,900 | 1,950 ₹35,74,350 Lowest |
| 5.00Providing of all materials, Carting upto site of work, Laying & jointing of GI (M) screwed pipes with specials (including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. | |||||||
| 5.01 | 32 mm dia | 13,389 | Rm | 550 ₹73,63,950 | 394 ₹52,75,266 | 300 ₹40,16,700 Lowest | 381 ₹51,01,209 |
| 5.02 | 40 mm dia | 3,065 | Rm | 600 ₹18,39,000 | 451 ₹13,82,315 | 350 ₹10,72,750 Lowest | 437 ₹13,39,405 |
Tender Value
₹16.4 Cr
EMD Value
₹33 L
Closing Date
16 Dec 2025, 5:00 pmClosed
Superintending Engineer
Superintending Engineer, Construction Circle, Uttarakhand Peyjal Nigam, Almora
Chaukhutiya Pumping Water Supply Scheme AMRUT 2 Programme
2025_MDPEY_89082_2
2190 / Nivida Quotation / 24 Dated 21-11-2025
Open Tender
Pipe Laying Works
Item Rate
540 days
Chaukhutiya
Please refer tender documents
3 documents required · 3 mandatory
₹5,900
Executive Engineer, CD, UPJN, Ranikhet
₹33 L
8 Jan 2026
8 Dec 2025
22 Dec 2025
8 Dec 2025
16 Dec 2025
9 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Survey, design, drawing, testing of bearing capacity, hydraulogical, geological survey and construction of water tight circular R.C.C. Dry Intake well cum pump house to withstand safely the river current / discharge, seismic/wind or all other natural effects and suitable for taking approximate 1275 LPM raw water discharge, including supply of all material, labour, T&P etc. required for proper completion of work. Inner diameter of well shall be 7.0 metre. Height of well is approximately 17.0 metre (upto Deck Slab) with pump house above deck slab made up of brick masonry 4.00 m height on top of well and depth of foundation below G. L. is liable to change according to geo-investigation, structural design and site conditions. Height of pump house will be 4.00 m (including space required for Motors, HT Pannels etc.). Atleast three (03) inlets (on different levels/heights) with a common header should be installed at/above intake floor with stainer (outside) to tap river water, pipe arrangement for drazzing pump, M.S. girder 350 mm , sluice valves as required, 1.20 metre wide balcony all arround the well shaft above HFL, doors and windows, pump foundations, painting, distempering and snowsem all inside and outside of well, four layer M.S. railing should be on aproach bridge/balcony and there should be 1.0 metre wide spiral MS Iron stair with hand rail from pump house floor to bottom of intake. The rates should be inclusive of river diversion, all excavation required for well and bridge and dewatering etc. For any increase/decrease in these heights/lengths, rates are shouted below.) including all labour material T&P or as directed by Engineer in Charge. | 1 | No. | - | - |
| 2 | Construction of RCC approach bridge of 2.5 m wide and 15 m long to reach over the well with proper bearing plates, proper abutment & 03 row MS/GI pipe railing on each side including supply of all materials, labour, T&P etc. required for proper completion of work | 15 | Rm | - | - |
| 3 | Survey, hydraullic/structural design, drawing, testing of soil bearing capacity, site development, approach road, and construction of water tight R.C.C. 2.30 MLD Capacity rapid gravity treatment plant consisting of Inlet chamber, Pre sedimentation tank (tube settler), mixing unit, floculation unit, chemical house, laboratory, hopper bottom settling tanks (tube setler), rapid sand filter of four equal units 1.15 MLD each with alum doser , bleaching or chlorine mixing doser & back wash arrangements, Operation platform, clear water chamber, approved filter media, 0.60 M wide appron, gate/sluice valves and their chambers, discharge measurement at inlet and outlet unit,and all other appurtenent works. Including supply and fixing pipe for proper drainage arrangement upto out side the WTP campus, MSERW pipes for connecting the units, electrification and lighting arrangement inside and outside of operating platform and filter, tiles flooring, double doors and windows in operating room, painting, distempering and snowsem all inside and outside of WTP, three layer M.S. railing should be on stairs, filter all as required or as directed by Engineer in Charge. Including supply of all material, labour, T&P etc. required for proper completion and functioning of WTP. | 1 | No. | - | - |
| 4Confirmatory survey , design, Supply, Carting laying and jointing with welding following sizesMSERW pipe at site of work. (The contractor have to survey the site, take levels with total station, measure the length of pipe with metallic tape on prescribed alignment and submit the design of rising main for checking of thickness of pipe before ordering for supply of pipe). On completion of work the laid length of pipe will be deemed eligible for supply. The respective amount for quantity of surplus supply of pipes (which remained unlaid or unutilized) will be deducted from final bill and surplus quantity of pipes will be the property of contractor.) | |||||
| 4.01 | From Intake Well to MPS-
200 mm dia 4.0 mm Thickness | 150 | Rm | - | - |
| 4.02 | From MPS to Top CWR-I-
200 mm dia 4.8 mm Thickness | 1,235 | Rm | - | - |
| 4.03 | From MPS to Top CWR-II-
125 mm dia 4.0 mm Thickness | 1,833 | Rm | - | - |
| 5Providing of all materials, Carting upto site of work, Laying & jointing of GI (M) screwed pipes with specials (including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. | |||||
| 5.01 | 32 mm dia | 13,389 | Rm | - | - |
| 5.02 | 40 mm dia | 3,065 | Rm | - | - |
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