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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.0 CrAdmitted-Finance 201 202 A WING RAMESHRAMJIV BLDG BHAUSAHEB PALGHAR DANDEKAR MARG DIST PALGHAR 401 404 | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹60.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹62.0 CrAdmitted-Finance 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹62.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹62.7 CrAdmitted-Finance 401 AMIT CRYSTAL ABOVE BANK OF BARODA SENAPATI BAPAT ROAD PUNE 411016 | PUNE | PUNE | MAHARASHTRA | 411016 | ₹62.7 Cr | L3 | Admitted-Finance |
| 4 | L4₹68.4 CrAdmitted-Finance | ₹68.4 Cr | L4 | Admitted-Finance |
| 5 | L5₹73.7 CrAdmitted-Finance | ₹73.7 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Kailashchandra Dilipkumar Constructions Pvt. Ltd L4 | City Promoter and Buildwell Pvt Ltd L10 | Arcons Infrastructures and Constructions Pvt. Ltd. L7 | Natvarconstruction Co. L9 | STERLING ENGINEERING AND CONSTRUCTIONS LLP L1 | DIPAK S PIMPLE ENGINEERS AND CONTRACTORS L2 | Naresh Kumar Gupta and Co Private Limited L8 | Shubham EPC Private Limited L3 | KCC INFRA PRIVATE LIMITED L6 | Mangukiya Brothers project pvt ltd L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. The contractor’s quoted rate shall include for providing and maintaining necessary dewatering system so as to ensure that the excavated pit is maintained dry . | |||||||||||||
| 1.10 | From 0.00 to 1.50 m depth from average ground level | 59,650 | cum | 250 ₹1,49,12,500 | 486 ₹2,89,89,900 | 182 ₹1,08,56,300 | 177 ₹1,05,58,050 | 69.62 ₹41,52,833 | 63 ₹37,57,950 Lowest | 300 ₹1,78,95,000 | 105 ₹62,63,250 | 143.6 ₹85,65,740 | 450 ₹2,68,42,500 |
| 1.20 | Extra over initial depth for every additional Depth of 1.50 m or part thereof | 41,470 | cum | 40 ₹16,58,800 | 648 ₹2,68,72,560 | 34 ₹14,09,980 | 30 ₹12,44,100 | 16.71 ₹6,92,963.7 Lowest | 21 ₹8,70,870 | 100 ₹41,47,000 | 25 ₹10,36,750 | 28.72 ₹11,91,018.4 | 80 ₹33,17,600 |
| 2.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. The contractor’s quoted rate shall include for providing and maintaining necessary dewatering system so as to ensure that the excavated pit is maintained dry . | |||||||||||||
| 2.10 | From 0.00 to 1.50 m depth from average ground level | 30,480 | cum | 500 ₹1,52,40,000 | 310 ₹94,48,800 | 457 ₹1,39,29,360 | 516 ₹1,57,27,680 | 83.54 ₹25,46,299.2 Lowest | 112 ₹34,13,760 | 450 ₹1,37,16,000 | 135 ₹41,14,800 | 287.2 ₹87,53,856 | 720 ₹2,19,45,600 |
| 2.20 | Extra over initial depth for every additional Depth of 1.50 m or part thereof | 66,500 | cum | 60 ₹39,90,000 | 330 ₹2,19,45,000 | 57 ₹37,90,500 | 74 ₹49,21,000 | 20.05 ₹13,33,325 Lowest | 27 ₹17,95,500 | 200 ₹1,33,00,000 | 35 ₹23,27,500 | 35.9 ₹23,87,350 | 100 ₹66,50,000 |
| 3.00Earth work excavation in Hard Rock (Without Blasting) by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc. Complete all as per specifications and as directed by the Engineer-in-Charge. The contractor’s quoted rate shall include for providing and maintaining necessary dewatering system so as to ensure that the excavated pit is maintained dry. Note: The bottom most 500mm layer measured from the founding level is to be removed only by wedging and chiselling only. | |||||||||||||
| 3.10 | From 0.00 to 1.50 m depth from average ground level | 17,950 | cum | 1,100 ₹1,97,45,000 | 975 ₹1,75,01,250 | 1,658 ₹2,97,61,100 | 922 ₹1,65,49,900 | 424.68 ₹76,23,006 | 472 ₹84,72,400 | 1,500 ₹2,69,25,000 | 355 ₹63,72,250 Lowest | 502.61 ₹90,21,849.5 | 850 ₹1,52,57,500 |
| 3.20 | Extra over initial depth for every additional Depth of 1.50 m or part thereof | 70,470 | cum | 100 ₹70,47,000 | 1,141 ₹8,04,06,270 | 229 ₹1,61,37,630 | 118 ₹83,15,460 | 26.07 ₹18,37,152.9 | 20 ₹14,09,400 Lowest | 300 ₹2,11,41,000 | 55 ₹38,75,850 | 71.8 ₹50,59,746 | 100 ₹70,47,000 |
| 4.00Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc. | |||||||||||||
Tender Value
₹81.9 Cr
EMD Value
₹91.9 L
Closing Date
7 Apr 2026, 5:30 pmClosed
CE, NRB
NRB, BARC, Tarapur, Maharashtra 401502
Construction of RCC Civil Structure for Master Services Corridor at INRPC, NRB, BARC, Tarapur
2026_NRB_902003_1
BARC/NRBT/INRP/PTC138/2026/358
Open Tender
Civil Works
Item Rate
911 days
INRPC, NRB, BARC Tarapur
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹91.9 L
PD office, INRPC, BARC Tarapur, Maharashtra 401502
14 Jul 2026
13 Mar 2026
10 Apr 2026
13 Mar 2026
7 Apr 2026
13 Mar 2026
13 Mar 2026 - 20 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. The contractor’s quoted rate shall include for providing and maintaining necessary dewatering system so as to ensure that the excavated pit is maintained dry . | |||||
| 1.1 | From 0.00 to 1.50 m depth from average ground level | 59,650 | cum | 390 | ₹2,32,63,500 |
| 1.2 | Extra over initial depth for every additional Depth of 1.50 m or part thereof | 41,470 | cum | 58 | ₹24,05,260 |
| 2Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. The contractor’s quoted rate shall include for providing and maintaining necessary dewatering system so as to ensure that the excavated pit is maintained dry . | |||||
| 2.1 | From 0.00 to 1.50 m depth from average ground level | 30,480 | cum | 771 | ₹2,35,00,080 |
| 2.2 | Extra over initial depth for every additional Depth of 1.50 m or part thereof | 66,500 | cum | 107 | ₹71,15,500 |
| 3Earth work excavation in Hard Rock (Without Blasting) by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc. Complete all as per specifications and as directed by the Engineer-in-Charge. The contractor’s quoted rate shall include for providing and maintaining necessary dewatering system so as to ensure that the excavated pit is maintained dry. Note: The bottom most 500mm layer measured from the founding level is to be removed only by wedging and chiselling only. | |||||
| 3.1 | From 0.00 to 1.50 m depth from average ground level | 17,950 | cum | 1,162 | ₹2,08,57,900 |
| 3.2 | Extra over initial depth for every additional Depth of 1.50 m or part thereof | 70,470 | cum | 130 | ₹91,61,100 |
| 4Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc. | |||||
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