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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 CrAccepted-AOC 63 RAMKRISHNA MAHAVIR NAGAR OUTSIDE GANGA GATE ANJAR KUTCH 370110 GUJARAT | ANJAR | KUTCH | GUJARAT | 370110 | ₹15.2 Cr Quoted ₹46.4 Cr | L1 | Accepted-AOC 40 Percent of total Work |
| 2 | L2₹11.4 Cr+₹2.1 Cr (4.52%)Accepted-AOC 103 HARIAKSH PLAZA HOSPITAL ROAD BHUJ KUTCH GUIARAT 370001 | BHUJ | KUTCH | GUJARAT | 370001 | ₹11.4 Cr+₹2.1 Cr (4.52%) Quoted ₹48.5 Cr | L2 | Accepted-AOC 30 Percent of total Work |
| 3 | Rejected-Technical | - | - | Rejected-Technical NOT RECOMMENDED |
Tender Value
₹23.3 Cr
EMD Value
₹19.6 L
Closing Date
5 Dec 2025, 4:00 pmClosed
General Manager (Commercial)
Bridge and Roof Co. (India) Ltd Kankaria Centre (4TH/5th Floor) 2/1 Russel Street Kolkata 700 071
CONSTRUCTION OF BALANCE PERIPHERY MAIN ROAD APPROX LENGTH OF 7.830 KM AROUND PLOT-10 AND PLOT-11 FOR ESTABLISHMENT OF 300MW SOLAR PV PLANT IN EACH PLOT ON SUB CONTRACT BASIS IN CONNECTION WITH BOS PKG FOR DEVELOPMNT OF SOLAR PV PROJECTS
2025_BandR_886643_1
BANDR/NTPC / 61042/ROAD/NIT/SC/02
Open Tender
Miscellaneous Works
Works
120 days
NTPC REL KHAVDA RE PARK-South- BLK IN RANN OF KUTC
PLEASE REFER TO TENDER DOCUMENT
11 documents required · 11 mandatory
₹23,128
Bridge and Roof Co.India Ltd
₹19.6 L
14 Aug 2026
21 Nov 2025
6 Dec 2025
21 Nov 2025
5 Dec 2025
22 Nov 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.1 | NTPC ROAD | - | - | - | - |
| 1Embankment as per IRC 34 2011(SO3<0.2%) Type-I (with soil from borrow pits within land width) | |||||
| 1.1 | Earth work for embankment having sulphate express SO3 shall be less than 0.2% including breaking clods dresssing with all and lift including watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density (min CBR 5%) | 0.49 | cum | 300 | ₹147 |
| 2Non Woven Geo Textile Layer 200 GSM | |||||
| 2.1 | Providing Supplying, Laying and Fixing of Non Woven Geotextile with mass per unit area 200 GSM and thickness of 1.5 mm - 1.8 mm and for sub-grade soaked CBR <= 3%. Permittivity as per IS 14324/ ASTM D4491 is 0.05/Sec and Maximum Apparent Opening Size as per IS 14294/ ASTM D 4751 is 0.43 mm for which has a Mechanical, Physical and Hydraulic Properties as per the IRC SP: 59-2019 | - | RMT | 58 | - |
| 3Embankment as per IRC 34 2011(SO3<0.2%) Type-I (with soil from borrow area outside site Boundary) | |||||
| 3.1 | Earth work for embankment having sulphate express SO3 shall be less than 0.2% including breaking clods dresssing with all and lift including watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density (min CBR 12%) | 0.2 | cum | 580 | ₹116 |
| 4High Strength Uni axial Geo Grid | |||||
| 4.1 | Providing, Supplying, Laying and Fixing of HDPE Uniaxial type Geo Grid which has a minimum requirement for Sub Base, sub grade stabilization of flexible pavement as per the Table 4.5 of IRC SP:59-2019 | - | RMT | 58 | - |
| 5GSB Layer | |||||
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Tendernotice_1.pdf
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DRAWING_DOCUMENTS.rar
Additional Documents • 10.50 MB
eNIT_BOS_KHAVDA_ROAD_WORK_NTPC_GUJARAT.pdf
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BOQ_931960.xls
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Khavda_BOS_600MW_Specs.rar
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