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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.4 CrAdmitted-Finance AT PO PS BISRA DIST SUNDARGARH 770036 | BISRA | SUNDARGARH | ODISHA | 770036 | -14.99% | ₹7.4 Cr | L1 | Admitted-Finance |
| 2 | L1₹7.4 CrAdmitted-Finance NEAR MEGHANA BIDI OFFICE WARD NO 29 PO BUDHRAJA 768004 DIST SAMBALPUR | SAMBALPUR | SAMBALPUR | ODISHA | 768004 | -14.99% | ₹7.4 Cr | L1 | Admitted-Finance |
| 3 | L2₹7.8 CrAdmitted-Finance PLOT NO 1182 3294 SHANTI VIHAR ITER SQUARE PO PS KHANDAGIRI BHUBANESWAR DIST KHORDHA ODISHA 751030 | BHUBANESWAR | KHORDHA | ODISHA | 751030 | -11.02% | ₹7.8 Cr | L2 | Admitted-Finance |
| 4 | L3₹8.7 CrAdmitted-Finance WARD NO 04 DEVI MANDAP SAHI PO PS NIMAPARA DIST PURI | NIMAPARA | PURI | ODISHA | +0.00% | ₹8.7 Cr | L3 | Admitted-Finance |
Tender Value
₹8.7 Cr
EMD Value
₹8.7 L
Closing Date
27 Jan 2026, 5:00 pmClosed
Chief Construction Engineer
O/o ChiefConstructionEngineer,CentralRWCircle,BBSR
Improvement to SH-1 -Kanagiri via Kosakata Road in the District of Nayagarh under MMSY-Improvement to Existing RD Road for the year 2024-25
2025_CERWI_122455_2
Tender Online C.C-35 of 2025
National Competitive Bid
Civil Works - Roads
270 days
Nayagarh
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹8.7 L
Yes
9 Mar 2026
19 Jan 2026
28 Jan 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
Road Construction Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification and direction of Engineer-in-Charge.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead as per Technical Specification Clause 202 of MoRD by manual means & as per direction of the Engineer-in-Charge. i) Plain cement concrete
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification Clause 302.3 of MoRD.
Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
Fine dressing and turfing including transportation of turfs by mechanical means with all leads and lifts and placing the turfs in position and ramming with thappies including watering and cost of labour and all materials etc complete as per direction of Engineer-in charge.
Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on repared 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 & Bridge works (4th Revision) and as per direction of Engineer in Charge
Providing, laying, spreading and compacting graded stone aggregate 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 subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) and as per direction of Engineer in Charge
Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including clearing of road surface & spraying primer @ 6.00 kg / 10 sqm using mechanical means as per technical specification clause 502 of MoSRT& H for Road & Bridge works (4th Revision) and as per direction of Engineer-in charge
Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 3.00 kg / 10 sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 of MoSRT& H for Road & Bridge works (4th Revision) and as per direction of Engineer-in charge
Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of 10mm nominal size (Grading-II) premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede,vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing and technical specification Clause 305 of MORD specification for Rural roads includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
Filling in foundation trenches with approved quality of sand as per drawing and technical specification clause 1108, 305.3.9 & 1200 of MORD and as per direction of Engineer in charge.
RCC work of M-25 grade with 20mm and down graded black hard granite crusher broken stone chips including hoisting and laying etc complete as per the direction of the Engineer-in-Charge. Raft
R.C.C M 25 (In RCC Slab Culvert)
Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specifications Clauses 1000 and 1202 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
Construction of Unreinforced cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant, admixtures as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per drawing and Technical Specification Clause 1501 of MORD and asper direction of Engineer-in charge.
Construction of precast RCC railing of M25 grade , aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge.
Providing and laying cement concrete wearing course M30 grade excluding reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 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 etc.all complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
Rough stone dry packing in approns and revetments with hard granite stone 30cm and above size laid dry complete as per drawing and technical Specification clause 1301 of MORD specification for Rural roads and as per direction of Engineer-in-Charge.
Providing and laying Filter media with granular crushed aggregates 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, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD specification for Rural roadsas per direction of the Engineer-in-Charge. i) 600mm equilateral triangleࠁ汐楡敃敭瑮䌠湯牣瑥椠灯湥映畯摮瑡潩楷桴挠敬湡戠慬正†慨摲朠慲楮整猠潴敮愠杧敲慧整景㐠洰…潤湷朠慲敤猠穩景愠灰潲敶畱污瑩⁹映潲灡牰癯摥焠慵牲⁹獡瀠牥搠慲楷杮…敔档楮慣灓捥晩捩瑡潩汃畡敳ㄠ〱ⰹㄠ〳⸲ⰵ㠠㈰〸ⰴ㠠㔰〸ⰶ㠠㜰㈱㈰愠摮ㄠ〲‴景䴠剏⁄灳捥晩捩瑡潩潦畒慲潲摡湡獡瀠牥搠物捥楴湯漠湅楧敮牥椭桃牡敧ਮ⥩倠䌮䌮䴠ㄭ‵在瑩潨瑵搠睥瑡牥湩⥧śŷĈ倀慬湩爯楥普牯散散敭瑮挠湯牣瑥湩匠扵猠牴捵畴敲眠瑩〴洠湡潤湷朠慲敤汢捡慨摲朠慲楮整挠畲桳牥戠潲敫瑳湯档灩猠穩景愠灰潲敶畱污瑩⁹映潲灡牰癯摥焠慵牲⁹潣灭敬整愠数牤睡湩獧愠摮琠捥湨捩污猠数楣楦慣楴湯䌠慬獵獥㠠㈰〸ⰴ㠠㔰〸ⰶ㠠㜰㈱㈰愠獮ㄠ〲‴景䴠剏⁄灳捥晩捩瑡潩潦畒慲潲摡湡獡瀠牥琠敨搠物捥楴湯漠桴湅楧敮牥椭桃牡敧ਮ⥩倠䌮䌮䴠ㄭ‵ŬLj̈䴀楡瑮湥湡散ਭ敒瑳牯瑡潩景删楡畣獴眠瑩潳汩潭牯浵朠慲敶牯愠洠硩畴敲漠桴獥ⱥ挠敬牡湩桴潬獯潳汩敢据楨杮映牯㌠〰浭眠摩桴氠祡湩牦獥慭整楲污湩氠祡牥潮⁴硥散摥湩㔲洰湡潣灭捡楴湯眠瑩汰瑡潣灭捡潴牯瀠睯牥爠浡敭潴爠獥潴敲琠敨漠楲楧慮污杩浮湥ⱴ氠癥汥愠摮猠潬数獡瀠牥搠慲楷杮愠摮琠捥湨捩污猠数楣楦慣楴湯汣畡敳ㄠ〹′景䴠剏⁄灳捥晩捩瑡潩潦畒慲潲摡祢洠湡慵敭湡湡獡瀠牥搠物捥楴湯漠湅楧敮牥椭挭慨杲ㄊ瑳夠慥rᴀఀༀ쀀ᤁ⬀潃瑮慲瑣丠㩯†敔摮牥传汮湩⹃ⵃ㌠‵景㈠㈰攵潃獮牴捵楴湯漠浥慢歮敭瑮眠瑩灡牰癯摥洠瑡牥慩扯慴湩摥映潲潢牲睯瀠瑩楷桴愠汬氠晩獴☠氠慥獤牴湡灳牯楴杮琠
ii) 600mm dia circular
Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per drawing and technical specification clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge. i) 5th kilometer stone
ii) Ordinary kilometer stone
iii) 200 M Stone
Providing & fixing of M-15 grade Guard stone / boundary stone of standard design as per IRC-25 fixed position including finishing and lettering as per drawing and Technical Specifications of MORD specification for Rural roads clause 1704 as per direction of Engineer-in-charge.
Providing and fixing of typical Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 of MoRD Specification for Rural roads including cost,conveyance,royalty, labour and T&P required for the work and as per direction of Engineer-in-charge.
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
2nd Year
3rd Year
4th Year
5th Year
2nd Year
3rd Year
4th Year
5th Year
Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and technical specification clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge. 1st Year
2nd Year
3rd Year
4th Year
5th Year
Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge. 1st Year
2nd Year
3rd Year
4th Year
5th Year
Maintenance of Hume Pipe culverts by way of clearing , cleaning erosion repair, repair to crack, parapet wall and protection work as per drawing and technical specification clause 1908 of MORD specification for Rural roads and as per direction of Engineer- in- charge. 1st Year
2nd Year
3rd Year
4th Year
5th Year
Maintenance of 200 m stones and km stones by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200mtr. and KM. stone and 5 km stone as per drawing and technical specification clause 1912 of MORD specification for Rural roads and as per direction of Engineer-in-charge. 1st Year
2nd Year
3rd Year
4th Year
5th Year
Cutting of branches of trees from Roadway or with a R.O.W. including disposal of wood and leaves to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge. 1st Year
2nd Year
3rd Year
4th Year
5th Year
Cutting of shrubs from roadway orwith in R.O.W. and disposal of shrubs to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge. 1st Year
2nd Year
3rd Year
4th Year
5th Year
Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge. 1st Year
2nd Year
3rd Year
4th Year
5th Year
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