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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹386.6 CrAccepted-AOC 5TH FLOOR KANKARIA CENTRE 2 1 RUSSEL STREET KOLKATA 700071 | KOLKATA | KOLKATA | WEST BENGAL | 700071 | L1 | Accepted-AOC LowQuoted | |
| 2 | L2₹392.9 Cr+₹6.1 Cr (1.58%)Rejected-AOC | L2 | Rejected-AOC High Quoted | |
| 3 | L3₹396.6 Cr+₹9.8 Cr (2.53%)Rejected-AOC 401 THE GRAND MALL OPP STATE BANK ZONAL OFFICE S M ROAD AMBAWADI AHMEDABAD 380015 | AHMADABAD | GUJARAT | 380015 | L3 | Rejected-AOC High Quoted | |
| 4 | L4₹397.8 Cr+₹11.0 Cr (2.84%)Rejected-AOC DEE VEE HOUSE MAULSHREE VIHAR INFRONT OF BABYLON INTERNATIONAL VIP ROAD RAIPUR 492006 CHHATTISGARH | L4 | Rejected-AOC High Quoted | |
| 5 | L5₹401.3 Cr+₹14.4 Cr (3.73%)Rejected-AOC 314 JATAN TODARMAL MARG AJMER AJMER RAJASTHAN 305001 | AJMER | RAJASTHAN | 305001 | L5 | Rejected-AOC High Quoted |
| Sl No | Description | Qty | Unit | JATAN CONSTRUCTIONS PVT LTD L5 | P AND C PROJECTS PRIVATE LIMITED L7 | Dineshchandra R Agrawal Infracon Pvt. Ltd. L3 | DEE VEE PROJECTS LIMITED L4 | BRIDGE AND ROOF COMPANY INDIA LIMITED L1 | VRC Constructions (India) Limited L6 | Ocean Lifespaces India Private Limited L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00EARTHWORK | ||||||||||
| 2.00Site clearance and Earthwork excavation | ||||||||||
| 3.00 | General clearance of site, removal of shrubs / uprooting of vegetations, trees, bushes etc. removal of rubbish and disposing at places up to 3km lead including making temporary access etc. complete. | 1,28,500 | Sq. Meter | 22 ₹28,27,000 | 16 ₹20,56,000 | 25 ₹32,12,500 | 20 ₹25,70,000 | 32 ₹41,12,000 | 31 ₹39,83,500 | 14 ₹17,99,000 Lowest |
| 4.00 | Earth work excavation in all types of soil to the required grade, level and slope for all depths and lifts as per the drawings and specifications either manually or using mechanical equipments, removal of roots and vegetation, cleaning the loose materials, segregating the useful / serviceable material and carting of excavated material up to a lead of 3km, leveling etc. complete as per drawing and specification.
Note:
1.The cost of dewatering required for the excavation shall be paid under relevant item.
2.The lead for the disposal of earth is the shortest distance from the centre of layout of the structure for which excavation is to be carried out to centre of dump yard.
3.Any over excavation beyond the limits specified in the drawing /specification shall be filled with concrete of the same grade of leveling course and no payment shall be made on this account for the excess excavation and leveling course. | 1,25,000 | Cu. Meter | 250 ₹3,12,50,000 | 408 ₹5,10,00,000 | 260 ₹3,25,00,000 | 350 ₹4,37,50,000 | 240 ₹3,00,00,000 Lowest | 387.5 ₹4,84,37,500 | 320 ₹4,00,00,000 |
| 5.00 | Excavation in all types of rocks (Highly weathered, Moderately weathered and Hard rock) for all depths and lifts by mechanical equipments (hydraulic excavator) by chiselling, cleaning the loose materials, segregating useful excavated rock materials, carting to dump yard with in a lead of 3 Km, stacking of useful rock materials separately etc. complete as per drawing and specification.
Note :
1.The cost of dewatering required for the excavation shall be paid under relevant item.
2.The lead for the disposal of earth is the shortest distance from the centre of layout of the structure for which excavation is to be carried out to centre of dump yard.
3.Any over excavation beyond the limits specified in the drawing /specification shall be filled with concrete of the same grade of leveling course and no payment shall be made on this account for the excess excavation and leveling course. | 25,500 | Cu. Meter | 1,470 ₹3,74,85,000 | 2,694 ₹6,86,97,000 | 1,573 ₹4,01,11,500 | 1,350 ₹3,44,25,000 | 991 ₹2,52,70,500 Lowest | 1,860 ₹4,74,30,000 | 2,667 ₹6,80,08,500 |
| 6.00 | Excavation in all types of rocks (Highly weathered, Moderately weathered and Hard rock) for all depths and lifts by drilling and controlled blasting using non electric delay blast initiation system, cleaning the loose materials, segregating useful excavated rock materials, carting to dump yard with in a lead of 3 Km, stacking of useful rock materials separately, monitoring the Peak particle velocity and AOP of every blasting operation at five specified locations during the blasting by deploying authorised specialized agency, collecting the data, preparation and submission of report etc. complete as per drawing and specification.
Note :
1.The cost of dewatering required during excavation shall be paid under relevant item
2.The lead for the disposal of Rock is the shortest distance from the centre of layout of the structure for which excavation is to be carried out to centre of dump yard.
3.Any over excavation beyond the levels specified in the drawing shall be filled with concrete of the same grade of leveling course and no payment shall be made on this account for the excess excavation and leveling course.
4.Approval and clearance shall be obtained from the concerned Authority for the storing /Transporting and use of explosives. Blasting operation shall be carried out by licensed blasting personnel.
5.Scope includes cost of monitoring peak particle velocity (PPV) & AOP (Air Over Pressure) during every blasting operation. | 7,500 | Cu. Meter | 2,940 ₹2,20,50,000 | 3,137 ₹2,35,27,500 | 1,300 ₹97,50,000 | 1,450 ₹1,08,75,000 | 1,176 ₹88,20,000 Lowest | 1,395 ₹1,04,62,500 | 2,014 ₹1,51,05,000 |
| 7.00 | Extra over item 1.1.2, 1.1.3 & 1.1.4 for additional lead of every 0.5km or part there of over and above the specified initial lead of 3 Km. | 65,500 | Cu. Meter | 44 ₹28,82,000 | 21 ₹13,75,500 | 50 ₹32,75,000 | 50 ₹32,75,000 | 33 ₹21,61,500 | 15.5 ₹10,15,250 Lowest | 61 ₹39,95,500 |
| 8.00 | Pre-shearing in all types of rock in vertical / inclined plane with recommended methodology to the depths shown in the drawing, blasting with suitable charge (controlled blasting) and fine stripping of the rock faces at boundary of excavation pits etc. complete as per drawing and specification.
Note:
The actual area of exposed surface of the rock at the pre-sheared area shall be measured for payment. | 1,000 | Sq. Meter | 882 ₹8,82,000 | 3,870 ₹38,70,000 | 2,000 ₹20,00,000 | 600 ₹6,00,000 | 529 ₹5,29,000 Lowest | 4,650 ₹46,50,000 | 3,840 ₹38,40,000 |
| 9.00Filling works | ||||||||||
| 10.00 | Filling and compacting in layers not more than 300 mm thick to required slopes and grades as per the construction drawings to the specified areas with available excavated soil from the dump yard within a lead up to 3km, segregating suitable soil in dump yard, watering, compaction with suitable power roller to achieve 95% Proctor density of the filled area, conducting Procter density test etc., complete as per drawing and specification. Note: The Proctor density test shall be conducted in each layer for every 300 m2. | 1,00,000 | Cu. Meter | 250 ₹2,50,00,000 | 503 ₹5,03,00,000 | 280 ₹2,80,00,000 | 360 ₹3,60,00,000 | 251 ₹2,51,00,000 | 201.5 ₹2,01,50,000 Lowest | 268 ₹2,68,00,000 |
Tender Value
₹403.2 Cr
EMD Value
₹1.1 Cr
Closing Date
11 Apr 2025, 6:00 pmClosed
Project Director KK 3 to 6
NPCIL, KKNPP
Construction of Balance of Plant (BoP) Buildings and Structures of KKNPP 5and6.NPCIL/KK5and6/CIVIL/PT/2025/27
2025_NPCIL_229149_1
NPCIL/KK5and6/CIVIL/PT/2025/27
Open Tender
Construction Works
Item Rate
1095 days
KKNPP 5 and 6
Pre Qualification criteria upload in tender document
3 documents required · 3 mandatory
₹0
₹1.1 Cr
CMM WORKS GROUP
20 Feb 2026
7 Mar 2025
15 Apr 2025
7 Mar 2025
11 Apr 2025
21 Mar 2025
7 Mar 2025 - 15 Mar 2025
17 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | EARTHWORK | - | - | - | - |
| 2 | Site clearance and Earthwork excavation | - | - | - | - |
| 3 | General clearance of site, removal of shrubs / uprooting of vegetations, trees, bushes etc. removal of rubbish and disposing at places up to 3km lead including making temporary access etc. complete. | 1,28,500 | Sq. Meter | - | - |
| 4 | Earth work excavation in all types of soil to the required grade, level and slope for all depths and lifts as per the drawings and specifications either manually or using mechanical equipments, removal of roots and vegetation, cleaning the loose materials, segregating the useful / serviceable material and carting of excavated material up to a lead of 3km, leveling etc. complete as per drawing and specification.
Note:
1.The cost of dewatering required for the excavation shall be paid under relevant item.
2.The lead for the disposal of earth is the shortest distance from the centre of layout of the structure for which excavation is to be carried out to centre of dump yard.
3.Any over excavation beyond the limits specified in the drawing /specification shall be filled with concrete of the same grade of leveling course and no payment shall be made on this account for the excess excavation and leveling course. | 1,25,000 | Cu. Meter | - | - |
| 5 | Excavation in all types of rocks (Highly weathered, Moderately weathered and Hard rock) for all depths and lifts by mechanical equipments (hydraulic excavator) by chiselling, cleaning the loose materials, segregating useful excavated rock materials, carting to dump yard with in a lead of 3 Km, stacking of useful rock materials separately etc. complete as per drawing and specification.
Note :
1.The cost of dewatering required for the excavation shall be paid under relevant item.
2.The lead for the disposal of earth is the shortest distance from the centre of layout of the structure for which excavation is to be carried out to centre of dump yard.
3.Any over excavation beyond the limits specified in the drawing /specification shall be filled with concrete of the same grade of leveling course and no payment shall be made on this account for the excess excavation and leveling course. | 25,500 | Cu. Meter | - | - |
| 6 | Excavation in all types of rocks (Highly weathered, Moderately weathered and Hard rock) for all depths and lifts by drilling and controlled blasting using non electric delay blast initiation system, cleaning the loose materials, segregating useful excavated rock materials, carting to dump yard with in a lead of 3 Km, stacking of useful rock materials separately, monitoring the Peak particle velocity and AOP of every blasting operation at five specified locations during the blasting by deploying authorised specialized agency, collecting the data, preparation and submission of report etc. complete as per drawing and specification.
Note :
1.The cost of dewatering required during excavation shall be paid under relevant item
2.The lead for the disposal of Rock is the shortest distance from the centre of layout of the structure for which excavation is to be carried out to centre of dump yard.
3.Any over excavation beyond the levels specified in the drawing shall be filled with concrete of the same grade of leveling course and no payment shall be made on this account for the excess excavation and leveling course.
4.Approval and clearance shall be obtained from the concerned Authority for the storing /Transporting and use of explosives. Blasting operation shall be carried out by licensed blasting personnel.
5.Scope includes cost of monitoring peak particle velocity (PPV) & AOP (Air Over Pressure) during every blasting operation. | 7,500 | Cu. Meter | - | - |
| 7 | Extra over item 1.1.2, 1.1.3 & 1.1.4 for additional lead of every 0.5km or part there of over and above the specified initial lead of 3 Km. | 65,500 | Cu. Meter | - | - |
| 8 | Pre-shearing in all types of rock in vertical / inclined plane with recommended methodology to the depths shown in the drawing, blasting with suitable charge (controlled blasting) and fine stripping of the rock faces at boundary of excavation pits etc. complete as per drawing and specification.
Note:
The actual area of exposed surface of the rock at the pre-sheared area shall be measured for payment. | 1,000 | Sq. Meter | - | - |
| 9 | Filling works | - | - | - | - |
| 10 | Filling and compacting in layers not more than 300 mm thick to required slopes and grades as per the construction drawings to the specified areas with available excavated soil from the dump yard within a lead up to 3km, segregating suitable soil in dump yard, watering, compaction with suitable power roller to achieve 95% Proctor density of the filled area, conducting Procter density test etc., complete as per drawing and specification. Note: The Proctor density test shall be conducted in each layer for every 300 m2. | 1,00,000 | Cu. Meter | - | - |
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