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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹78.1 L (24.7%)Admitted-Finance 60 27 88 INDUSTRIAL COLONY MALKAPURAM MALKAPURAM VISAKHAPATNAM ANDHRA PRADESH 530011 UDYAM AP 10 0007668 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | ₹3.9 Cr+₹78.1 L (24.7%) | L2 | Admitted-Finance |
| 3 | L3₹4.7 Cr+₹1.5 Cr (48.8%)Admitted-Finance | ₹4.7 Cr+₹1.5 Cr (48.8%) | L3 | Admitted-Finance |
| 4 | L4₹4.7 Cr+₹1.6 Cr (49.7%)Admitted-Finance | ₹4.7 Cr+₹1.6 Cr (49.7%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | - | - | Rejected-Technical Not Meeting NIT Criteria |
| Sl No | Description | Qty | Unit | RAJESH CONSTRUCTION COMPANY L2 | CHETAN RAJENDRA DHANMEHER L3 | SUNLIGHT CORPORATION L4 | M/S DATTATRAY CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth 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.
From 0.00 to 1.50 m depth from average ground level | 31,400 | Cum | 100 ₹31,40,000 Lowest | 240 ₹75,36,000 | 310 ₹97,34,000 | 125 ₹39,25,000 |
| 2.00 | Lead charges for lead exceeding 2 KM but not exceeding 3 KM by mechanical transport including loading, unloading, stacking / levelling etc.
For soil | 31,400 | Cum | 55 ₹17,27,000 | 24 ₹7,53,600 Lowest | 250 ₹78,50,000 | 75 ₹23,55,000 |
| 3.00 | Preparation and consolidation of sub-grade (Proof Rolling) with power roller of 8 to 10T capacity including excavating earth to an average thickness of 22.5 cms depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the subgrade and disposal of surplus earth within a lead of 200 m | 21,109 | Sq.M | 30 ₹6,33,270 | 730 ₹1,54,09,570 | 80 ₹16,88,720 | 20 ₹4,22,180 Lowest |
| 4.00 | Murrum Filling in roads in layers of not exceeding 150 mm thickness including consolidation, rolling each layer with power roller of minimum 8 tones capacity, dressing sides and top to the required profile and grade etc. complete as per direction of Engineer in charge (using approved murrum available at BARC campus with a lead of up to 4 Kms)
Note: a) Only compacted volume will be measured and paid,
b) Selected / approved excavated stuff stored within the DAE premises shall be issued free of cost to the contractor for filling purposes. | 8,452 | Cum | 1,000 ₹84,52,000 | 510 ₹43,10,520 | 850 ₹71,84,200 | 255 ₹21,55,260 Lowest |
| 5.00 | Providing and laying, spreading and compacting granular sub-base (GSB) material 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed
stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as
directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for.) | 5,896 | Cum | 2,400 ₹1,41,50,400 | 1,700 ₹1,00,23,200 Lowest | 1,925 ₹1,13,49,800 | 2,050 ₹1,20,86,800 |
| 6.00 | Supplying, stacking, Laying, spreading and compacting stone aggregate of specified sizes to complete water bound macadam of specified thickness as per WBM specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled road / vibratory road roller 8 to 10 T capacity to proper grade and camber, providing and applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate watering and compacting to the required density. (Compacted volume only will be measured and paid for) | 3,640 | Cum | 2,700 ₹98,28,000 | 2,000 ₹72,80,000 | 1,800 ₹65,52,000 Lowest | 2,195 ₹79,89,800 |
| 7.00Providing and laying non pressure NP2 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete of following dia: | |||||||
| 7.10 | 450 mm | 200 | M | 1,600 ₹3,20,000 Lowest | 1,949 ₹3,89,800 | 4,100 ₹8,20,000 | 2,550 ₹5,10,000 |
| 7.20 | 600 mm | 250 | M | 2,000 ₹5,00,000 Lowest | 2,733 ₹6,83,250 | 5,000 ₹12,50,000 | 4,500 ₹11,25,000 |
| 7.30 | 1200 mm | 50 | M | 3,600 ₹1,80,000 Lowest | 7,670 ₹3,83,500 | 8,200 ₹4,10,000 | 9,500 ₹4,75,000 |
Tender Value
₹4.7 Cr
EMD Value
₹9.4 L
Closing Date
1 Sept 2025, 3:00 pmClosed
Project Director, INRPC, NRB, BARC, Tarapur
PD office, INRPC, Tarapur, Maharashtra 401502
Construction of internal WBM roads at INRPC Tarapur
2025_NRB_872505_1
BARC/NRB/INRPC/PTC137/2025/ 1368
Open Tender
Civil Works - Roads
Item Rate
120 days
INRP, BARC, TARAPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹9.4 L
26 Sept 2025
8 Aug 2025
3 Sept 2025
8 Aug 2025
1 Sept 2025
8 Aug 2025
Amount
Lead charges for lead exceeding 2 KM but not exceeding 3 KM by mechanical transport including loading, unloading, stacking / levelling etc. For soil
Preparation and consolidation of sub-grade (Proof Rolling) with power roller of 8 to 10T capacity including excavating earth to an average thickness of 22.5 cms depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the subgrade and disposal of surplus earth within a lead of 200 m
Providing and laying, spreading and compacting granular sub-base (GSB) material 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for.)
Supplying, stacking, Laying, spreading and compacting stone aggregate of specified sizes to complete water bound macadam of specified thickness as per WBM specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled road / vibratory road roller 8 to 10 T capacity to proper grade and camber, providing and applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate watering and compacting to the required density. (Compacted volume only will be measured and paid for)
Providing and laying non pressure NP2 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete of following dia:
Assistance to perform miscellaneous site related activities like maintenance of Storm water drains, excavation, material shifting etc. by unskilled manpower with necessary accessories. Note: one "Task" means execution of above specified work by deploying one unskilled worker for eight hours.
RAJESH CONSTRUCTION COMPANY (BID ID -3270636)
CHETAN RAJENDRA DHANMEHER (BID ID -3270617)
SUNLIGHT CORPORATION (BID ID -3270334)
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