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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.8 LAccepted-AOC AT PO NEAR KAKATIA BAZAR BHANAGAN KENDRAPARA 754208 | KENDRAPARA | ODISHA | 754208 | ₹26.8 L | L1 | Accepted-AOC Work awarded to Priyadarshi Omm Prakash Behera vide Divisional Agreement No.380 P1 OF 2025-26 |
| 2 | L2₹26.8 LRejected-Finance AT WARD NO 43 PO NAYABAZAR DIST CUTTACK PIN 753004 | CUTTACK | CUTTACK | ODISHA | 753004 | ₹26.8 L | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹29.1 LRejected-Finance | ₹29.1 L | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹29.1 LRejected-Finance SEERGARH NARLA KALAHANDI ODISHA | NARLA | KALAHANDI | ODISHA | ₹29.1 L | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹31.1 LRejected-Finance AT PALANPUR PO GOPALPUR DIST CUTTACK PIN 754207 | CUTTACK | ODISHA | 754207 | ₹31.1 L | L5 | Rejected-Finance Other than L1 |
Tender Value
₹38.8 L
EMD Value
₹38,825
Closing Date
30 Jan 2026, 5:00 pmClosed
S.E, R.W.Division, Cuttack
At- REO Colony, P.O-Nayabazar, District- Cuttack
S/R to Cuttack Chandabali road to Pattanaik Chhak to Kulabadakhir via Malia Chhaka for the year 2025-26
2026_CERWI_125019_14
RWD CTC-16/2025-26
Open Tender
Civil Works - Roads
30 days
S.E, R.W.Division
Refer tender documents
2 documents required · 2 mandatory
₹6,000
₹38,825
Yes
2 Jun 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
30 Jan 2026
24 Jan 2026
24 Jan 2026 - 29 Jan 2026
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
Flank dressing on road embankment / shoulders to proper camber & grade including cost of all labour and T&P articles required for the work etc. complete as per the specification and direction of the Engineer-in-Charge.
Removal of exisiting old and damaged BT surface upto and removing debiris away from work site including all labour T&P etc. complete as per the specification and direction of the Engineer-in-Charge.
Construction of granular sub-base by providing close grade granular sub-base grading-III material as per table-400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
Providing and laying spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on old prepared surface and compacting with vibratory roller to achive the desire density as per Clause 406 of MoSRT&H specifications for road & bridges work as per the direction of the E.I.C.
Labour for scarping cleaning the road surface applying tack coat using 3.00 kg of bitumen for 10 Sqm and laying 37.5 mm thick built-up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 kg of 80/100 grade bitumen for 10 Sqm with 0.12 cum of 12mm size h.g.c.b. chips as key stone for 10 sqm spreading over and laying including heating , pouring and spreading over and spreading bitumen, metal , chips and rolling with P.R.R including hire & running charges of P.R.R and all other machinaries with all cost, conveyance, royality, taxes of materials, labour with T&P required for the work etc. complete as per specification and direction of Engineer-in-charge.
Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
Providing and laying 20mm thick Open Graded Premix Carpet using 13.2mm to 5.6mm size C.B.H.G. stone aggregates using mini Hot mix Plant over prepared surface using a total quantity of 14.6 kgs of 80/100 or 60/70 grade Bitumen per 10.0Sqm and compacting with 8 -10T power road roller including hire & running charges of PRR, T&P, cost conveyance royality & taxes of all materials,labour charges for cleaning the surface spreading laying and cambering premix carpet for finished item of work etc.complete as per the specification and direction of the Engineer-in-Charge
Providing & laying 6mm thick pre-coated seal coat type-B using 0.06cum of 6.7mm size C.B.H.G.chips as per sieve analysis & 6.8kg of 80/100 or 60/70 grade bitumen per 10sqm including hire and running charges of PRR, Hot mix plant, tar boiler & all other T&P articles including cost, conveyance, royalty, taxes of all materials etc. complete as per specification and direction of the Engineer-in-Charge.
Construction of embankment with approved material obtained from borrow pits with all lifts and leads , transporting to site by mechanical means within a lead of 5 kms spreading , grading to required slope and compacting to meet requirment of table 300-2 & clause 305 of MoSRT&H Specification for road & Bridges Work
Earth work in excavation in foundation in hard soil including earth mixed with boulder (except sheet rocks and boulder requiring blasting) with all leads and lifts including dressing and levelling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour ,T&P and dewatering if required for the work etc. complete as per specification and direction of the Engineer-in-Charge.
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
Providing concrete for plain concrete of M-15 in open foundations as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
Providing concrete for plain concrete of M-15 in Sub-structure as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. a) Raft
b). Deck Slab
c). Rib Hunch
R.C.C M-30 grade in wearing course using 20mm and down grade BHGCB chips of approved quality from approved quarry including hoisting lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including watering and curring with cost conveyance royality of all materials required for the work including all labour,T&P for the work etc complete but excluding the charges of GST in all respect as per the specification and direction of Engineer-in-charge.
Supplying, fitting and placing HYSD bar reinforcement in Superstructure complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge.
Providing and laying Filter media with granular crushed aggreates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall return wall to the full height compared to firm condition complete as per drawing and technical specificationn clause 1204.3.8 including cost conveyance but excluding the charges of GST etc required as directed by Engineer-in-charge.
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