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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹384.9 CrAccepted-AOC 623 ARCONS INFRASTRUCTURES AND CONSTRUCTION PVT LTD NAGPUR ROAD CHHINDWARA CHHINDWARA MADHYA PRADESH 480001 | CHHINDWARA | MADHYA PRADESH | 480001 | ₹384.9 Cr | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹398.1 CrRejected-Finance | ₹398.1 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹405 CrRejected-Finance CRYSTAL TOWER 4TH FLOOR TELIBANDHA RAIPUR | RAIPUR | RAIPUR | CHHATTISGARH | ₹405 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹418.6 CrRejected-Finance BLOCK NO 758 EAGLE NEST BEHIND CHOPRA COURT ULHASNAGAR 421003 DIST THANE | 421003 | ₹418.6 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹512.5 CrRejected-Finance 2 1 434 1 DABLA SADAN STREET NO 4 NALLAKUNTA HYDERABAD 500044 TELANGANA | ₹512.5 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Arcons Infrastructures and Constructions Pvt. Ltd. L1 | Eagle Infra India Ltd L4 | RKC INFRABUILT PRIVATE LIMITED L2 | D E C Infrastructure and Projects India Private Limited L5 | Larsen & Toubro L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | EARTHWORK SITE CLEARANCE: Clearing the site by cutting, uprooting and removal of shrubs, bushes, weeds and trees up to girth of 300 mm (measured at a height of 1 M above ground) and disposal of the same in safe way to prevent fire hazard to far away place up to a lead of 2000 m from the site and as directed by the Engineer-in-Charge | 6,00,000 | SQ.M. | 58 ₹3.5 Cr | 12.55 ₹75.3 L | 7 ₹42 L | 15 ₹90 L | 21.08 ₹1.3 Cr |
| 2.00EARTHWORK Enumeration, cutting & removing trees (including roots) of various sizes, converting the tree trunks into logs, firewood and poles etc. as directed by the Engineer-in-Charge, transporting the converted wood to the NPCIL store yard within a distance of 1000 m and stacking it neatly etc. complete. Note: Trees below 300 mm girth sizes is covered under site clearance item. Girth will be measured 1 M above the ground level. | ||||||||
| 2.01 | All types of trees above 300 mm up to 600 mm girth sizes | 280 | Nos. | 831 ₹2.3 L | 369.79 ₹1.0 L | 3,600 ₹10.1 L | 637 ₹1.8 L | 616 ₹1.7 L |
| 2.02 | All types of trees above 600 mm up to 1200 mm girth sizes | 40 | Nos. | 3,689 ₹1.5 L | 1,646.7 ₹65,868 | 4,800 ₹1.9 L | 2,875 ₹1.1 L | 2,677 ₹1.1 L |
| 2.03 | All types of trees above 1200 mm up to 2400 mm girth sizes | 70 | Nos. | 8,699 ₹6.1 L | 7,643.76 ₹5.4 L | 7,200 ₹5.0 L | 13,500 ₹9.4 L | 4,582 ₹3.2 L |
| 3.00EXCAVATION: Excavation in all type of soils & loose/soft rock (Rocks of Weathering Grade IV, V & VI of IS 11315 Part 5) including top soil, hard murrum or other hard soil mixed clay, soft disintegrated rock not requiring blasting in general area grading, roads and drainage work, all main plant buildings and other structures, foundations, tunnels and trenches etc. including shoring and strutting as required, stacking the useful/ serviceable materials & disposal of the excavated muck in proper stacks as directed by the Engineer-in-Charge for all lifts and up to a lead of 1500 m for the depths as specified in item 3.01 and 3.02 below the existing ground level. Note: 1. The quoted rate shall include the cost of draining and pumping out surface water (i.e. water other than water below ground water table), lowering of ground water table to maintain dry working conditions till completion of all activities (such as concreting, curing, water proofing, filling / testing etc.), which require dry working conditions providing sheeting, shoring, strutting, bracing, trimming of excavated bottom, testing, with all labour, material, equipment, handling, transportation, preparation of the scheme for excavation and dewatering and getting the same approved, etc., for all types of work, at all levels, all complete, as per specifications, drawings and instructions of the Engineer, for all lifts. 2. It shall also include the preparation of detailed excavation scheme (detailing about proposed excavation, de-watering, carriage, disposal, and stacking of the earthwork), planning and scheduling each stage part-wise and to be approved by EIC and thus commencing the work only after approval. 3. The average E.G.L (Existing Ground Level) of the site varies from R.L. 296 m to R.L 316 m. 4. Reduced Level 300 M corresponds to the EL of 99.7 m, which may be subjected to change during course of project. | ||||||||
| 3.01 | From Existing Ground Level to Reduced Level 300 m | 45,00,000 | CU.M. | 121 ₹54.5 Cr | 190 ₹85.5 Cr | 200 ₹90 Cr | 205 ₹92.3 Cr | 190.75 ₹85.8 Cr |
| 3.02 | Below Reduced Level 300 m (up to the depth as specified in drawings or as instructed by Engineer-in-Charge) | 10,00,000 | CU.M. | 124 ₹12.4 Cr | 220 ₹22 Cr | 270 ₹27 Cr | 310 ₹31 Cr | 220 ₹22 Cr |
| 3.03 | Slope Stability Analysis:
Conducting slope stability and safety analysis by expert agency such as NIRM/GSI/IITs for the excavated trenches or proposed excavated trenches, stacked serviceable and unserviceable materials or proposed stacking of serviceable & unserviceable materials, surrounding soil, adjacent structures, pits, services and the work areas. The detailed study along with report should recommend the scientific arrangement of slope protection with detailed design calculations/drawing/scheme and technique to be adopted including provision of planning for geotextiles, shoring, cofferdam, or any other techniques desirable for safety and stability of the above applicable area throughout the contract. The same shall be approved by Engineer-in-Charge.
Note:
1. The study shall be comprehensive and is to be presented in part or in full as applicable to each proposed or excavated or stacked area.
2. The report shall comprehend and supplement the excavation scheme prepared by the contractor under item 3 & 5 | 1 | Nos. | 1,75,37,864 ₹1.8 Cr | 87,09,580 ₹87.1 L | 29,50,000 ₹29.5 L | 10,00,000 ₹10 L | 36,95,522 ₹37.0 L |
| 3.04 | Slope protection:
Providing and laying of protective covering/measures as suggested in the part-reports/report of the Slope Stability & Safety Analysis in item 3.03 including any geotextile/non-geotextile based protection at all heights/lifts for all collapsible and non-collapsible layers of the excavated trenches/pits/work area or for the stack of any serviceable/unserviceable materials as directed by Engineer -in-charge.
Note:
1. The quoted rate shall include complete cost from supply of materials to the final implementation of protecting the slopes
2. It shall also include any cost that may incur due to rework if required for any reason such as climatic factor, poor workmanship, etc.
3. The unit of payment is effective area covered in square meters which includes any over lapping or so and no separate payment for the same would be made | 1,20,000 | SQ.M. | 233 ₹2.8 Cr | 102.6 ₹1.2 Cr | 500 ₹6 Cr | 186 ₹2.2 Cr | 173.75 ₹2.1 Cr |
Tender Value
₹580.4 Cr
EMD Value
₹1.4 Cr
Closing Date
8 May 2025, 5:00 pmClosed
Executive Director (Project)
Executive Director (Project), NPCIL HQ, MUMBAI
Excavation, confirmatory subsoil Investigations, consolidation grouting and carrying out concrete levelling course for Main plant structures and other important structures of MBRAPP Units 1 and 2 in Distt. Banswara, Rajasthan (Package-I)
2025_NPCIL_224970_1
NPCIL/HQ/CMM-WG/92/2024/PT/169
Open Tender
Civil Works
730 days
MBRAPP
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.4 Cr
video Conferencing and Physically at NUB
13 Nov 2025
29 Jan 2025
10 May 2025
29 Jan 2025
8 May 2025
28 Mar 2025
29 Jan 2025 - 12 Feb 2025
20 Feb 2025
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