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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.8 CrAdmitted-Finance | ₹4.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹5.0 CrAdmitted-Finance | ₹5.0 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Required Documents not submitted in support of similar work criteria. |
| 5 | Rejected-Technical 60 27 88 INDUSTRIAL COLONY MALKAPURAM MALKAPURAM VISAKHAPATNAM ANDHRA PRADESH 530011 UDYAM AP 10 0007668 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | - | - | Rejected-Technical Original EMD not submitted. |
| Sl No | Description | Qty | Unit | SATT HARSH CONSTRUCTIONS L1 | CHETAN RAJENDRA DHANMEHER L2 | M/S DATTATRAY CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 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 | 13,750 | Cu.m | 125 ₹17.2 L | 300 ₹41.3 L | 365 ₹50.2 L |
| 2.00Lead charges for lead excceding 4 KM but not exceeding 5 KM by mechanical transport including loading unloading, stacking / levelling etc. | ||||||
| 2.10 | Soil | 13,750 | Cu.m | 95 ₹13.1 L | 302 ₹41.5 L | 195 ₹26.8 L |
| 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 | 13,756 | Sq.m | 18 ₹2.5 L | 21 ₹2.9 L | 155 ₹21.3 L |
| 4.00 | Labour charges for murum filling under floors of specified thickness in layers of not exceeding 150 mm thickness including consolidation etc. complete (using murrum available at BARC campus with a lead of up to 4 Km) | 8,184 | Cu.m | 325 ₹26.6 L | 75 ₹6.1 L | 455 ₹37.2 L |
| 5.00 | Providing and laying, spreading and compacting granular subbase(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.) | 4,058 | Cu.m | 2,050 ₹83.2 L | 2,832 ₹1.1 Cr | 2,550 ₹1.0 Cr |
| 6.00Providing and Constructing 75 mm thick Modified Penetration Macadam (MPM) Road surface including all materials, spreading 40 mm. stone layers metal 100% crusher broken metal with conical crusher plant, heating and spraying the bitumen of VG-30 Grade @ 2 Kg./Sq.m. spreading 12 mm. size chips compacting with three wheel statick roller having weight of 8 to10 MT. Complete , excluding the cost of applying tack coat. On existing bitumen surface.as specified and as directed by the Engineer-in-charge | ||||||
| 6.10 | 63 mm to 45 mm size stone aggregate | 13,525 | Sq.m | 525 ₹71.0 L | 415 ₹56.1 L | 775 ₹1.0 Cr |
| 7.00 | Providing and applying prime coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying , prime at the rate of 0.75 Kg/ Sq.m using mechanical / manual means.as specified and as directed by the Engineer-in-charge | 13,525 | Sq.m | 38 ₹5.1 L | 79 ₹10.7 L | 65 ₹8.8 L |
| 8.00 | Providing and applying tack coat using hot straight run bitumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On WBM / WMM @ 0.75 kg / sqm | 13,525 | Sq.m | 40 ₹5.4 L | 28 ₹3.8 L | 75 ₹10.1 L |
Tender Value
₹4.8 Cr
EMD Value
₹9.5 L
Closing Date
5 Nov 2025, 2:00 pmClosed
Project Director
FFF, INRPC, NRB Tarapur
Construction of approach road at FFF, INRPC, NRB, BARC Tarapur
2025_NRB_881046_1
NRB/FF/GEN/7/Mnt/C/2025-26/54
Open Tender
Civil Works - Roads
FFF, NRB Tarapur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹9.5 L
online
18 Jun 2026
11 Oct 2025
6 Nov 2025
11 Oct 2025
5 Nov 2025
23 Oct 2025
13 Oct 2025 - 20 Oct 2025
21 Oct 2025
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