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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹295.1 CrAccepted-AOC 1ST FLOOR AML CENTER 1 8 MAHAL INDUSTRIAL AREA MAHAKALI CAVES ROAD ANDHERI EAST MUMBAI 400 093 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400093 | 1 | Accepted-AOC L-1 Bid | |
| 2 | 2₹295.4 Cr+₹28.0 L (0.10%)Rejected-Finance 19 PARKDRIVE MALIBU TOWN SECTOR 47 SOHNA ROAD GURGAON HARYANA 122001 | GURGAON | GURGAON | HARYANA | 122001 | 2 | Rejected-Finance Not L-1 Bidder | |
| 3 | 3₹298.4 Cr+₹3.2 Cr (1.10%)Rejected-Finance 702 7 FLOOR PANCHWATI PLAZA KUTCHERY ROAD RANCHI JHARKHAND | 3 | Rejected-Finance Not L-1 Bidder | |
| 4 | 4₹298.5 Cr+₹3.4 Cr (1.14%)Rejected-Finance | 4 | Rejected-Finance Not L-1 Bidder | |
| 5 | 5₹304.0 Cr+₹8.8 Cr (2.99%)Rejected-Finance GR HOUSE HIRAN MAGRI SECTOR 11 UDAIPUR 313001 RAJASTHAN | UDAIPUR | UDAIPUR | RAJASTHAN | 313001 | 5 | Rejected-Finance Not L-1 Bidder |
| Sl No | Description | Qty | Unit | ITD Cementation India Limited L13 | J. Kumar Infraprojects Limited L11 | Patel Engineering Limited L8 | Gawar Construction Limited L2 | RAM KRIPAL SINGH CONSTRUCTION PRIVATE LIMITED L3 | Dineshchandra R Agrawal Infracon Pvt. Ltd. L9 | GHV (India) PVT. Ltd. L1 | M G Contractors Pvt Ltd L7 | YFC Projects Private Limited L4 | ANUPAM NIRMAN PVT LTD L6 | G R Infraprojects Limited L5 | BRIDGE AND ROOF CO. (i) ltd. L10 | Rail Vikas Nigam Limited L12 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in excavation (from existing ground level/ graded level) for area grading, foundations, plinth beams, trenches, drains, pipe lines, services, inspection chambers etc. in all types of soils including provision and maintenance of stable slopes through suitable means such as shoring, strutting, sheet piling etc. wherever required for ensuring retention/ stability of surrounding strata against cave in due to rains, loads expected during work execution, arragements for preventing surface run-off in excavated pit, prevention of soil slopes erosion, including continous bailing out of surface water and muck for carrying out excavtion activities in a safe manner and stacking the useful/ serviceable excavated soil and disposal of excavated muck/ other materials up to a lead of 2000 m all as per specifications and directions of Engineer. Note: 1. Clearance of area for excavation as well enabling works involving uprooting and removal of shrubs, vegetation, wild grass, trees etc. and its disposal thereof at identified locations within plant boundaries shall be deemed to have been included in quoted rate of the item. 2. Rock in general is not envisaged to be encountered during excavation. However, any pebble, gravel, boulder encountered during excavation shall be deemed to be included in the quoted rate. 3. The methodology for excavation activity addressing all the pertinent issues including slope stability, soil erosion due to rain and conformance to construction schedule shall be formulated and submitted by the bidder along with the technical bid. 4. All the measures to prevent entry of rain water into excavated pit viz making of bunds, temporary trenches, sumps etc and slope protection aspects including prevention of soil erosion shall be included in the quoted rates. 5. Soil above water table in OSP area is being planned to be excavated by NPCIL. Scope of excavation under this package shall be beyound the excavation carried out by NPCIL. | ||||||||||||||||
| 1.10 | Upto 3 m depth | 30,000 | CU.M | 210 ₹63,00,000 | 210 ₹63,00,000 | 285 ₹85,50,000 | 20 ₹6,00,000 Lowest | 175 ₹52,50,000 | 156.45 ₹46,93,500 | 124.79 ₹37,43,700 | 270 ₹81,00,000 | 110 ₹33,00,000 | 151 ₹45,30,000 | 100 ₹30,00,000 | 141.6 ₹42,48,000 | 194.82 ₹58,44,600 |
| 1.20 | 3 m to 6 m depth | 1,10,000 | CU.M | 255 ₹2,80,50,000 | 300 ₹3,30,00,000 | 517 ₹5,68,70,000 | 150 ₹1,65,00,000 | 190 ₹2,09,00,000 | 208.74 ₹2,29,61,400 | 131.03 ₹1,44,13,300 | 270 ₹2,97,00,000 | 169 ₹1,85,90,000 | 167 ₹1,83,70,000 | 100 ₹1,10,00,000 Lowest | 167.56 ₹1,84,31,600 | 272.75 ₹3,00,02,500 |
| 1.30 | 6 m to 9 m depth | 1,10,000 | CU.M | 280 ₹3,08,00,000 | 325 ₹3,57,50,000 | 622 ₹6,84,20,000 | 180 ₹1,98,00,000 | 200 ₹2,20,00,000 | 280.92 ₹3,09,01,200 | 138.52 ₹1,52,37,200 | 270 ₹2,97,00,000 | 185 ₹2,03,50,000 | 167 ₹1,83,70,000 | 100 ₹1,10,00,000 Lowest | 207.68 ₹2,28,44,800 | 395.48 ₹4,35,02,800 |
| 1.40 | Below 9 m depth | 90,000 | CU.M | 290 ₹2,61,00,000 | 490 ₹4,41,00,000 | 968 ₹8,71,20,000 | 210 ₹1,89,00,000 | 215 ₹1,93,50,000 | 374.96 ₹3,37,46,400 | 146 ₹1,31,40,000 | 270 ₹2,43,00,000 | 270 ₹2,43,00,000 | 182 ₹1,63,80,000 | 100 ₹90,00,000 Lowest | 261.96 ₹2,35,76,400 | 553.68 ₹4,98,31,200 |
| 2.00DEWATERING: ENGINEERING DESIGN, MOBILIZATION, ERECTION, COMMISSIONING, OPERATION & MAINTENANCE AND DEMOBILIZATION OF DEWATERING SYSTEM (FOR EXCAVATION, CONSTRUCTION AND ASSOCIATED WORKS COVERED UNDER THE SCOPE OF CONTRACT) FOR LOWERING OF WATER TABLE 1 M BELOW THE WORKING LEVEL | ||||||||||||||||
| 2.10 | Engineering design, mobilization, installation, commissioning and demobilization of the system after completion of intended purpose of comprehensive dewatering system for excavation, construction, backfilling and other associated works comprising of electrical operated pumps, well points, UPVC pipe lines (peripheral/ intermediate) connecting to well points, pipes up to discharge point locations, valves etc. functionally required for dewatering including installation of multi stage or single stage vacuum well point system, submersible pumps in sumps, setting it to work, discharge of water so collected at temporary water tank near site to NPCIL reservoir (at a distance of max 1KM from OSP and max 1.5 KM from PDSP) and finally to canal (at a distance of 500 mtr max from NPCIL reservoir) per the drawings, specifications & instructions of the Engineer in-charge. The contractor shall maintain separate energy meter/ meters for the dewatering system. Seperate energy metre shall be install for dewatering in different areas.
Any modifications required during implementation stage shall be made by the contractor at site with approval of EIC. Any other miscellaneous resources/ systems such as sheet piling/ shoring etc. required for completing the excavation, backfilling, construction etc. within scheduled time shall be employed by the contractor at no extra cost to NPCIL. Contractor shall also install minimum 5% capacity spare diesel pumps, DG sets as an alternate arrangement to augment 100% capacity operation of the dewatering system in case of power failure cost of which shall be covered under separate item.
Note:
1. The contractor should read the relevant geotechnical information supplied with the tender. He may conduct further necessary tests/ mock up at his own cost to finalise the details of the dewatering system. Minimum value of coefficient of permeability of the site is 1.2 x10-5 m/sec. The cost shall also include provision & maintenance of peripheral pipes up to discharge point locations shown in the drawing.
2. The dewatering system shall be designed to maintain ground water level at least 1 M below the specified excavation/working level as per drawings as directed by Engineer-In-Charge. Provision of suitable numbers of observation wells shall be made for demonstrating the same.
3. Contractor shall demonstrate the efficacy of installed dewatering system along with all items involved to NPCIL. Contractor shall prepare & submit the drawings and operation manual/ guidelines of installed system along with detailed description of items with quantities.
4. Dewatering scheme for excavation, backfilling, concreting works of specified areas shall be devised based on the excavation, ground improvement, CFD drawings as appended with the tender document. Borehole & geoinvestigation data appended with the tender document may be referred for understading the existing ground water table.
5. The quoted rates shall also include cost for monitoring of geotechnical parameters such as ground water table, pore water pressure, settlement, discharge/ quantity of water using digital water metre, cleaning of water tanks etc. during excavation and construction phase as per specifications/SCC.
6. Stage wise payment shall be made as per Cl. 10.11 of SCC Part B. | 1 | LUMP SUM | 2,21,08,000 ₹2,21,08,000 | 4,50,00,000 ₹4,50,00,000 | 5,94,36,405 ₹5,94,36,405 | 53,10,000 ₹53,10,000 Lowest | 2,60,00,000 ₹2,60,00,000 | 7,23,13,639.85 ₹7,23,13,639.85 | 1,77,32,400 ₹1,77,32,400 | 18,00,00,000 ₹18,00,00,000 | 3,50,00,000 ₹3,50,00,000 | 2,90,00,000 ₹2,90,00,000 | 1,00,00,000 ₹1,00,00,000 | 16,57,30,358.08 ₹16,57,30,358.08 | 1,01,13,450 ₹1,01,13,450 |
| 3.00 | Operation and maintenance of dewatering system for all excavated areas, below/ around foundations of buildings/ structures and other areas including running and maintaining the dewatering equipment, together with cost of spares as required, based on electrical power consumed as per specifications & instructions of the Engineer-in-charge. The contractor shall maintain separate energy meter/ meters for the dewatering system. Quoted rate shall include cost of electricity consumed.
Note: For avoiding any wastage of electricity, works/activities for which dewatering is required shall be planned and executed within the scheduled duration as per section-III. Consumption of electricity due to delay in execution of works/ activities by contractor shall not be measured and paid. Decision of EIC shall be final in this regard. | 1,10,00,000 | KWHr | 23 ₹25,30,00,000 | 21.5 ₹23,65,00,000 | 21 ₹23,10,00,000 | 22 ₹24,20,00,000 | 16 ₹17,60,00,000 | 18.13 ₹19,94,30,000 | 18.57 ₹20,42,70,000 | 14 ₹15,40,00,000 | 17 ₹18,70,00,000 | 18 ₹19,80,00,000 | 21 ₹23,10,00,000 | 9.44 ₹10,38,40,000 Lowest | 23.64 ₹26,00,40,000 |
| 4.00 | Operation and maintenance of dewatering system with power supply using Diesel Generator (DG) set or dewatering using diesel pumps. If diesel pumps are used, the HP / Hr. of such pumps will be converted into KWh. and measured and paid under this item. If DG sets are used, payment will be made based on energy meter reading in KWh. Quoted rate shall include cost of diesel consumed.
Note: For avoiding any waistage of diesel, works/ activities for which dewatering is required shall be planned and executed within the scheduled duration as per section-III. Consumption of diesel/unit due to delay in execution of works/ activities by contractor shall not be measured and paid. Decision of EIC shall be final in this regard. | 21,00,000 | KWHr | 33 ₹6,93,00,000 | 40 ₹8,40,00,000 | 28 ₹5,88,00,000 | 10 ₹2,10,00,000 Lowest | 17 ₹3,57,00,000 | 32.25 ₹6,77,25,000 | 28.18 ₹5,91,78,000 | 20 ₹4,20,00,000 | 21 ₹4,41,00,000 | 20 ₹4,20,00,000 | 25 ₹5,25,00,000 | 10.03 ₹2,10,63,000 | 31.96 ₹6,71,16,000 |
| 5.00Backfilling | ||||||||||||||||
Tender Value
₹349.5 Cr
EMD Value
₹96.9 L
Closing Date
16 Nov 2024, 5:00 pmClosed
Project Director
GHAVP Site
Construction of Operation water storage pond (OSP) and other associated/ miscellaneous works for Gorakhpur Haryana Anu Vidyut Pariyojana-1 and2 (GHAVP-1and2) at Vill. Gorakhpur, Distt. Fatehabad, Haryana.
2024_NPCIL_205268_1
NPCIL/GHAVP/CTC/2024/PT-237
Open Tender
Civil Works
Item Rate
970 days
GHAVP Site
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹96.9 L
CTC office, GHAVP Site
15 Jan 2026
22 Aug 2024
18 Nov 2024
22 Aug 2024
16 Nov 2024
22 Sept 2024
22 Aug 2024 - 12 Sept 2024
13 Sept 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation (from existing ground level/ graded level) for area grading, foundations, plinth beams, trenches, drains, pipe lines, services, inspection chambers etc. in all types of soils including provision and maintenance of stable slopes through suitable means such as shoring, strutting, sheet piling etc. wherever required for ensuring retention/ stability of surrounding strata against cave in due to rains, loads expected during work execution, arragements for preventing surface run-off in excavated pit, prevention of soil slopes erosion, including continous bailing out of surface water and muck for carrying out excavtion activities in a safe manner and stacking the useful/ serviceable excavated soil and disposal of excavated muck/ other materials up to a lead of 2000 m all as per specifications and directions of Engineer. Note: 1. Clearance of area for excavation as well enabling works involving uprooting and removal of shrubs, vegetation, wild grass, trees etc. and its disposal thereof at identified locations within plant boundaries shall be deemed to have been included in quoted rate of the item. 2. Rock in general is not envisaged to be encountered during excavation. However, any pebble, gravel, boulder encountered during excavation shall be deemed to be included in the quoted rate. 3. The methodology for excavation activity addressing all the pertinent issues including slope stability, soil erosion due to rain and conformance to construction schedule shall be formulated and submitted by the bidder along with the technical bid. 4. All the measures to prevent entry of rain water into excavated pit viz making of bunds, temporary trenches, sumps etc and slope protection aspects including prevention of soil erosion shall be included in the quoted rates. 5. Soil above water table in OSP area is being planned to be excavated by NPCIL. Scope of excavation under this package shall be beyound the excavation carried out by NPCIL. | |||||
| 1.1 | Upto 3 m depth | 30,000 | CU.M | - | - |
| 1.2 | 3 m to 6 m depth | 1,10,000 | CU.M | - | - |
| 1.3 | 6 m to 9 m depth | 1,10,000 | CU.M | - | - |
| 1.4 | Below 9 m depth | 90,000 | CU.M | - | - |
| 2DEWATERING: ENGINEERING DESIGN, MOBILIZATION, ERECTION, COMMISSIONING, OPERATION & MAINTENANCE AND DEMOBILIZATION OF DEWATERING SYSTEM (FOR EXCAVATION, CONSTRUCTION AND ASSOCIATED WORKS COVERED UNDER THE SCOPE OF CONTRACT) FOR LOWERING OF WATER TABLE 1 M BELOW THE WORKING LEVEL | |||||
| 2.1 | Engineering design, mobilization, installation, commissioning and demobilization of the system after completion of intended purpose of comprehensive dewatering system for excavation, construction, backfilling and other associated works comprising of electrical operated pumps, well points, UPVC pipe lines (peripheral/ intermediate) connecting to well points, pipes up to discharge point locations, valves etc. functionally required for dewatering including installation of multi stage or single stage vacuum well point system, submersible pumps in sumps, setting it to work, discharge of water so collected at temporary water tank near site to NPCIL reservoir (at a distance of max 1KM from OSP and max 1.5 KM from PDSP) and finally to canal (at a distance of 500 mtr max from NPCIL reservoir) per the drawings, specifications & instructions of the Engineer in-charge. The contractor shall maintain separate energy meter/ meters for the dewatering system. Seperate energy metre shall be install for dewatering in different areas.
Any modifications required during implementation stage shall be made by the contractor at site with approval of EIC. Any other miscellaneous resources/ systems such as sheet piling/ shoring etc. required for completing the excavation, backfilling, construction etc. within scheduled time shall be employed by the contractor at no extra cost to NPCIL. Contractor shall also install minimum 5% capacity spare diesel pumps, DG sets as an alternate arrangement to augment 100% capacity operation of the dewatering system in case of power failure cost of which shall be covered under separate item.
Note:
1. The contractor should read the relevant geotechnical information supplied with the tender. He may conduct further necessary tests/ mock up at his own cost to finalise the details of the dewatering system. Minimum value of coefficient of permeability of the site is 1.2 x10-5 m/sec. The cost shall also include provision & maintenance of peripheral pipes up to discharge point locations shown in the drawing.
2. The dewatering system shall be designed to maintain ground water level at least 1 M below the specified excavation/working level as per drawings as directed by Engineer-In-Charge. Provision of suitable numbers of observation wells shall be made for demonstrating the same.
3. Contractor shall demonstrate the efficacy of installed dewatering system along with all items involved to NPCIL. Contractor shall prepare & submit the drawings and operation manual/ guidelines of installed system along with detailed description of items with quantities.
4. Dewatering scheme for excavation, backfilling, concreting works of specified areas shall be devised based on the excavation, ground improvement, CFD drawings as appended with the tender document. Borehole & geoinvestigation data appended with the tender document may be referred for understading the existing ground water table.
5. The quoted rates shall also include cost for monitoring of geotechnical parameters such as ground water table, pore water pressure, settlement, discharge/ quantity of water using digital water metre, cleaning of water tanks etc. during excavation and construction phase as per specifications/SCC.
6. Stage wise payment shall be made as per Cl. 10.11 of SCC Part B. | 1 | LUMP SUM | - | - |
| 3 | Operation and maintenance of dewatering system for all excavated areas, below/ around foundations of buildings/ structures and other areas including running and maintaining the dewatering equipment, together with cost of spares as required, based on electrical power consumed as per specifications & instructions of the Engineer-in-charge. The contractor shall maintain separate energy meter/ meters for the dewatering system. Quoted rate shall include cost of electricity consumed.
Note: For avoiding any wastage of electricity, works/activities for which dewatering is required shall be planned and executed within the scheduled duration as per section-III. Consumption of electricity due to delay in execution of works/ activities by contractor shall not be measured and paid. Decision of EIC shall be final in this regard. | 1,10,00,000 | KWHr | - | - |
| 4 | Operation and maintenance of dewatering system with power supply using Diesel Generator (DG) set or dewatering using diesel pumps. If diesel pumps are used, the HP / Hr. of such pumps will be converted into KWh. and measured and paid under this item. If DG sets are used, payment will be made based on energy meter reading in KWh. Quoted rate shall include cost of diesel consumed.
Note: For avoiding any waistage of diesel, works/ activities for which dewatering is required shall be planned and executed within the scheduled duration as per section-III. Consumption of diesel/unit due to delay in execution of works/ activities by contractor shall not be measured and paid. Decision of EIC shall be final in this regard. | 21,00,000 | KWHr | - | - |
| 5Backfilling | |||||
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