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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st lowest₹6.6 LAccepted-AOC AT SANACHHAPAPALI PO SANACHHAPAPALI PS KANTAMAL DIST BOUDH | BOUDH | BOUDH | ODISHA | 762014 | ₹6.6 L | 1st lowest | Accepted-AOC He is submitted EMD at the time of agreement |
| 2 | Rejected-Technical AT MANKAN POST AINLAPALI PS BAUNSUNI DIST BOUDH PIN 762015 | BOUDH | BOUDH | ODISHA | 762015 | - | - | Rejected-Technical Disqulified |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| 4 | Rejected-Technical AT KEUTA SAHI P O BOUDH P S G BOUDH DISTRICT BOUDH ODISHA PIN NO 762014 | BOUDH | ODISHA | 762014 | - | - | Rejected-Technical Disqulified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
Tender Value
₹6.6 L
EMD Value
₹6,650
Closing Date
19 Feb 2026, 5:00 pmClosed
EERW Division Boudh
O/o SERW Division Boudh
RDRoad Badajharkata from 0/500 to 1/00 Km for the year 2025-26
2026_CERWI_125929_2
Online Tender19/SERW Division Boudh 2025-26
Open Tender
Civil Works - Roads
30 days
O/o SERWDivision Boudh
Please refer DTCN
5 documents required · 5 mandatory
₹4,000
₹6,650
Yes
12 Mar 2026
12 Feb 2026
20 Feb 2026
12 Feb 2026
19 Feb 2026
12 Feb 2026
12 Feb 2026 - 18 Feb 2026
Clearing and grubbing road land in area of light jungle including uprooting rank vagetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of tress cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including watering and cost of labour, cess & all materials etc. complete as per direction of Engineer - in - charge.
Construction of embankment with approved material obtained from borrow pits transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only
Providing, laying, spreading and compacting graded stone aggregate to water bound macadam (using grade III, 53 mm to 22.4mm) specification including premixing the Material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricadding and maintenance of diversion etc. as per Tables 400.11 & 400.12 and Technical Specification clause 406 with cost of all labour, T&P and with cess, royality, additional charges, DMF 10% & EMF 5% over royalty and as per direction of Engineer-In-Charge.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. and as per direction of Engineer-In-Charge. (By Mechanical Mean)
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. and as per direction of Engineer-In-Charge. (By Mechanical Mean)
20mm thick premix carpet using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg. penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, hot mix plant, bitumen boilers and all other T & P articles but excluding cost and conveyance of chips and bitumen complete as per specification and direction of the Engineer-in-charge.
6mm thick pre coated seal coat Type-B using 0.06 cum of 6.7mm size chips as per sieve analysis & 6.8kg of bitumen per 10sqm including hire & running charges of PRR ,hot mix plant,tar boiler & all other T&P articles including cost & convyence of chips & bitumen complete as per specification and direction of the Engineer-in-charge.
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