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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹256.5 CrAdmitted-Finance 623 ARCONS INFRASTRUCTURES AND CONSTRUCTION PVT LTD NAGPUR ROAD CHHINDWARA CHHINDWARA MADHYA PRADESH 480001 | CHHINDWARA | MADHYA PRADESH | 480001 | ₹256.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹263.0 CrAdmitted-Finance ATLAS TOWER 15 1 MILESTONE DELHI MATHURA ROAD NEAR METRO PILLAR NO 607 FARIDABAD 121003 HARYANA | ₹263.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹280.9 CrAdmitted-Finance 1ST FLOOR AML CENTER 1 8 MAHAL INDUSTRIAL AREA MAHAKALI CAVES ROAD ANDHERI EAST MUMBAI 400 093 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400093 | ₹280.9 Cr | L3 | Admitted-Finance |
| 4 | L4₹282.9 CrAdmitted-Finance | ₹282.9 Cr | L4 | Admitted-Finance |
| 5 | L5₹292.8 CrAdmitted-Finance | ₹292.8 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Arcons Infrastructures and Constructions Pvt. Ltd. L1 | Atlas Constructions Pvt. Ltd. L2 | SCC Infrastructure Pvt. Ltd L7 | MKC Infrastructure Ltd L10 | Kalyan Toll Infrastructure Limtied L8 | T AND T INFRA LIMITED L6 | GHV (India) PVT. Ltd. L3 | Dineshchandra R Agrawal Infracon Pvt. Ltd. L12 | PNC Infratech Ltd L11 | VRC Constructions (India) Limited L5 | SONAI INFRASTRUCTURE PRIVATE LIMITED L9 | Ghanaram Infraengineers Pvt. Ltd. L13 | RKC Infrabuilt Private Limited L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 5,50,000 | SQ.M. | 15.4 ₹84,70,000 | 10.15 ₹55,82,500 | 17 ₹93,50,000 | 15 ₹82,50,000 | 50 ₹2,75,00,000 | 73 ₹4,01,50,000 | 16 ₹88,00,000 | 20 ₹1,10,00,000 | 7 ₹38,50,000 | 5 ₹27,50,000 Lowest | 50 ₹2,75,00,000 | 20 ₹1,10,00,000 | 5 ₹27,50,000 Lowest |
| 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 ASHVINI 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 | 920 | Nos. | 658 ₹6,05,360 | 580 ₹5,33,600 | 520 ₹4,78,400 | 1,381 ₹12,70,520 | 780 ₹7,17,600 | 562.86 ₹5,17,831.2 | 604 ₹5,55,680 | 616 ₹5,66,720 | 650 ₹5,98,000 | 3,000 ₹27,60,000 | 831 ₹7,64,520 | 108 ₹99,360 Lowest | 1,000 ₹9,20,000 |
| 2.02 | All types of trees above 600 mm up to 1200 mm girth sizes | 975 | Nos. | 2,932 ₹28,58,700 | 2,175 ₹21,20,625 | 2,310 ₹22,52,250 | 1,841 ₹17,94,975 | 3,630 ₹35,39,250 | 750.48 ₹7,31,718 | 2,685 ₹26,17,875 | 2,677 ₹26,10,075 | 2,600 ₹25,35,000 | 5,000 ₹48,75,000 | 3,689 ₹35,96,775 | 210 ₹2,04,750 Lowest | 2,000 ₹19,50,000 |
| 2.03 | All types of trees above 1200 mm up to 2400 mm girth sizes | 115 | Nos. | 9,083 ₹10,44,545 | 7,250 ₹8,33,750 | 10,725 ₹12,33,375 | 5,523 ₹6,35,145 | 8,200 ₹9,43,000 | 938 ₹1,07,870 | 8,314 ₹9,56,110 | 4,582 ₹5,26,930 | 6,500 ₹7,47,500 | 7,000 ₹8,05,000 | 8,699 ₹10,00,385 | 320 ₹36,800 Lowest | 3,000 ₹3,45,000 |
| 2.04 | All types of trees above 2400 mm girth sizes | 40 | Nos. | 9,391 ₹3,75,640 | 14,500 ₹5,80,000 | 13,406 ₹5,36,240 | 11,045 ₹4,41,800 | 10,200 ₹4,08,000 | 1,500 ₹60,000 | 8,596 ₹3,43,840 | 4,700 ₹1,88,000 | 10,400 ₹4,16,000 | 10,000 ₹4,00,000 | 17,000 ₹6,80,000 | 570 ₹22,800 Lowest | 3,500 ₹1,40,000 |
| 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 and formation of bunds, channels, and drainage arrangements to prevent ingress of surrounding water into the excavation or pits. The rate shall be inclusive of all labour, materials, equipment, handling, transportation, preparation and approval of the dewatering and excavation scheme, and execution of the same for all types of works, at all levels and lifts, complete as per drawings, specifications, and instructions of the Engineer. 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. It shall also include the cost of formation, maintenance, and subsequent removal of all temporary approach roads, ramps, haul paths, and working platforms required forearthwork and associated activities, including grading, compaction, drainage arrangements, periodic repairs during operation, and final reinstatement to the original or approved finished condition, all as directed by the Engineer-in-Charge. 4. It shall also include all the costs for safe handling, stacking/disposal, and stabilization of excavated material, trenches, and pits with necessary compaction, grading, dressing, etc. Any additional protection or slope improvement measures (e.g., geomembrane, turfing, pitching, shotcreting, etc) shall be paid separately under Item No. 3.04. 5. The average E.G.L (Existing Ground Level) of the site varies from R.L. 296 m to R.L 306 m wrt to Unit 3& 4 6. 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 | 11,05,000 | CU.M. | 138.5 ₹15,30,42,500 | 150 ₹16,57,50,000 | 122 ₹13,48,10,000 | 139 ₹15,35,95,000 | 135 ₹14,91,75,000 | 156 ₹17,23,80,000 | 106 ₹11,71,30,000 Lowest | 185 ₹20,44,25,000 | 170 ₹18,78,50,000 | 120 ₹13,26,00,000 | 145 ₹16,02,25,000 | 140 ₹15,47,00,000 | 121 ₹13,37,05,000 |
| 3.02 | Below Reduced Level 300 m (up to the depth as specified in drawings or as instructed by Engineer-in-Charge) | 17,85,000 | CU.M. | 141.6 ₹25,27,56,000 | 200 ₹35,70,00,000 | 136 ₹24,27,60,000 | 160 ₹28,56,00,000 | 171 ₹30,52,35,000 | 160 ₹28,56,00,000 | 113 ₹20,17,05,000 Lowest | 202 ₹36,05,70,000 | 196 ₹34,98,60,000 | 140 ₹24,99,00,000 | 170 ₹30,34,50,000 | 225 ₹40,16,25,000 | 125 ₹22,31,25,000 |
| 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. | 10,77,669 ₹10,77,669 | 21,75,000 ₹21,75,000 | 5,00,000 ₹5,00,000 Lowest | 1,61,40,221 ₹1,61,40,221 | 2,00,00,000 ₹2,00,00,000 | 50,03,200 ₹50,03,200 | 63,97,520 ₹63,97,520 | 30,00,000 ₹30,00,000 | 50,00,000 ₹50,00,000 | 15,00,000 ₹15,00,000 | 40,00,000 ₹40,00,000 | 14,00,000 ₹14,00,000 | 29,50,000 ₹29,50,000 |
Tender Value
₹362.6 Cr
EMD Value
₹99.5 L
Closing Date
23 Feb 2026, 5:00 pmClosed
Project Director, MBRAPP
Mahi Banswara Rajasthan Atomic Power Project (MBRAPP), Anushakti Vidhyut Nigam Limited P.O. Napla, Tehsil - Chhoti Sarwan, Distt.-Banswara, PIN 327001
Excavation, confirmatory subsoil Investigations, consolidation grouting and carrying out concrete levelling course for Main plant structures and other important structures of MBRAPP Units 3and4 in Distt. Banswara, Rajasthan (Package-II)
2025_ASHVI_252878_1
MBRAPP/CMM/2025/Civil/05
Open Tender
Civil Works
Item Rate
425 days
MBRAPP
AS PER TENDER DOCUMENT
9 documents required · 9 mandatory
₹0
₹99.5 L
MBRAPP and online VC
12 Aug 2026
15 Nov 2025
24 Feb 2026
15 Nov 2025
23 Feb 2026
13 Dec 2025
15 Nov 2025 - 1 Dec 2025
5 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 5,50,000 | SQ.M. | - | - |
| 2EARTHWORK 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 ASHVINI 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 | 920 | Nos. | - | - |
| 2.02 | All types of trees above 600 mm up to 1200 mm girth sizes | 975 | Nos. | - | - |
| 2.03 | All types of trees above 1200 mm up to 2400 mm girth sizes | 115 | Nos. | - | - |
| 2.04 | All types of trees above 2400 mm girth sizes | 40 | Nos. | - | - |
| 3EXCAVATION: 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 and formation of bunds, channels, and drainage arrangements to prevent ingress of surrounding water into the excavation or pits. The rate shall be inclusive of all labour, materials, equipment, handling, transportation, preparation and approval of the dewatering and excavation scheme, and execution of the same for all types of works, at all levels and lifts, complete as per drawings, specifications, and instructions of the Engineer. 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. It shall also include the cost of formation, maintenance, and subsequent removal of all temporary approach roads, ramps, haul paths, and working platforms required forearthwork and associated activities, including grading, compaction, drainage arrangements, periodic repairs during operation, and final reinstatement to the original or approved finished condition, all as directed by the Engineer-in-Charge. 4. It shall also include all the costs for safe handling, stacking/disposal, and stabilization of excavated material, trenches, and pits with necessary compaction, grading, dressing, etc. Any additional protection or slope improvement measures (e.g., geomembrane, turfing, pitching, shotcreting, etc) shall be paid separately under Item No. 3.04. 5. The average E.G.L (Existing Ground Level) of the site varies from R.L. 296 m to R.L 306 m wrt to Unit 3& 4 6. 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 | 11,05,000 | CU.M. | - | - |
| 3.02 | Below Reduced Level 300 m (up to the depth as specified in drawings or as instructed by Engineer-in-Charge) | 17,85,000 | CU.M. | - | - |
| 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. | - | - |
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