Tender For Stmc-For 1 Nos Of Roads For A Length Of 22.000 Km Under Koraput R And B Division(Package 8)
Tender Value
96.22 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
13 days left
EMD
96300
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Koraput → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Stmc-For 1 Nos Of Roads For A Length Of 22.000 Km Under Koraput R And B Division(Package 8)
BOQ
| Sl. No. | Item Description |
| 1 | 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 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, cess and T and P required for the work etc., complete as per specification direction of the Engineer-in-charge. |
| 2 | Earth work in ordinary soil with 50M initial lead and 1.5M initial lift including dressing and levelling and breaking clods to maximum 5cm to 7cm laying in layers not exceeding 0.30Mtr. in depth including cost of all labour, cess required for the work etc., complete as per direction and specification of the Engineer-in-charge. |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures, spread to required grade and camber and compacted to meet requirement of table 300-2,Clause no 305. of Specification for road and bridge work of MORT and H (4th Revision) and including cost of all T and P, labour, cess etc. complete in all respect as per the direction of the Engineer-In-Charge. |
| 4 | Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT and H Specification for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 5 | 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 MoRT and H Specifications for Road and Bridge works (5th Revision) including all Cost, Conveyance, royalties, of all materials, labour, T and P and machinaries required for the work etc. complete as per the direction of the Engineer-In-Charge. |
| 6 | Provding and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spying primer @0.6 Kg. per Sqm. using mechanical means including all cost, Conveyance, royalties of all materials, labour, T and P, cess and machinaries required for the work etc. complete as per the direction of the Engineer-In-Charge. |
| 7 | Providing and laying 50 mm av. thick compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, T and P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 8 | Providing and applying tack coat on the prepared bitumenous surface using 0.2 Kg bitumen for one Sqm., cleaned with mechanical brooms including all labour, cess and T and P required for the work etc., complete as per specification direction of the Engineer-in-charge. |
| 9 | Providing and laying 25 mm thick compacted Semi Dense Bituminous Concrete (Grading-II) using 60/70 penetration grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5 per cent of weight of mix and filler in a Hot Mix Plant of 100-120 TPH, transporting the hot mix to work site, laying with paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction including cost of all materials, labour, DMF, EMF, additional Charges, cess of all materials and cost of all labour and T and P, cess and royalty etc complete as per Clause-508 of MOSRTH |
| 10 | Providing weather coat two coat to trees, Culverts including all cost, conveyance, cess and royalities of all materials with labour and T and P etc., required for the work complete and as per direction of the Engineer-in-Charge. |
| 11 | RCC M-30 grade in wearing coat including steel of C.D. work with form work using 20mm 10mm crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator and all leads and lifts as per approved Drawing and Technical Specifications and as per Section -1500, 1600, 1700 and 2700 of MoRT and H Specifications for Road and Bridge works (Sth Revision) including cost, conveyance, royality and other taxes of materials, cost of labour, machinery, T and P etc complete. |
| 12 | Clearing road side pucca drains to bring them to original shape, drainage capacity including disposal of sediments,extraneous debris vegetation growth blocking the free flow from site out side ROW with all leads and lifts complete in allrespects as directed by the Engineer-In-Charge and as per Maintenance standard Clause in r eas, it will be 3.11 (Frequency of cleaning in urban areas will be quaterly where as in rural areas, it will be twice in a year i.e. before and after monsoon) a. Drains having cross sectional area more than 0.3 sqm |
| 13 | Clearing slab/box type culverts and pipe culverts including clearing, cleaning and reshaping of upstream and down stream faces of these culverts within right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respect as per direction of Engineer In-Charge and as per maintenance standards Clause no 3.11. (Frequency of cleaning will be one time year ie. before start of monsoon) |
| 14 | Clearing longitudinal and transverse covered drains and pipe drains including manholes gratings.channels and gullies etc and bringing them to original drainage capacity including disposal of sediments extraneous debris and vegetation growth blocking the free flow from site out side ROW with all leads and lifts complete in all respect as directed by the Engineer-In-Charge and as per maintenance standards Clause no 3.11. The job also includes removing and refixing of precast slab in original position, (Frequency of cleaning will be one time in a year i.e. before start of Monsoon) |
| 15 | Providing and Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250 gms per sqm area,thicknessof 2.5mm is exclusive of surface applied glass beads as per IRC:35 and as per Clause No.803 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, T and P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 16 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 7 below ground level as per approved drawing. The sign shall be maintanined as per Section 12 of IRC-67 of MoRT and H specification for road and bridge works (5th Revision) and as per direction of Engineer-in-Charge. (a ) 80cm x 60cm size Rectangular (Informatory) |
| 17 | Chevron Retro-Reflectorised |
| 18 | 90cm size Equilateral Triangle |
| 19 | 60cm size Circular |
| 20 | 90cm high octagon |
| 21 | Hazard Marker |
| 22 | Providing and fixing of 200 metre stone,ordinary Km stone, 5th Km stone, Boundary Pillar as per the specification of road and Bridge works 4th revision of the Ministry for the work complete and as per direction of Engineer-in-charge. Ordinary Km Stone |
| 23 | Heactometre Stone |
| 24 | Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 of MoRT and H specification for road and bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 25 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150x75x5mm spaced 2m centre to centre,1.8m high, 1.1m below ground/road level, all steel part and filments to be galvanised by hot dip process , all fittings to confirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mmx75mmx5mm, 330m long complete as per clause-811 of MoRT and H specification for the road and bridge work (5th revision) |
| 26 | Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing.complete as per Morth specifications and as per direction of the Engineer-in-Charge |
| 27 | Filling of crack using slow-curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm. Clause no.3004.3.3 as per satisfaction of the Engineer-In-Charge |
| 28 | Providing and laying filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications clause no. 2504.2.2 complete in all respect as per clause complete in all respect as per direction of Engineer-in-Charge. |
| 29 | Earth work in excavation of foundation of structures in hard soil as per drawing and technical specification, including setting out, shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom to required level and line, back filling the excavated earth to the extent required including compaction and utilising the remaining earth locally for road work including all Cost, Conveyance, royalties of all materials, labour, T and P, cess and machinaries required for the work etc. complete as per direction of the Engineer-In-Charge. |
| 30 | Providing and filling in foundation trenches with sand in layer not exceeding 150mm thick layers including watering and compacting including all leads and lifts for finish item of work as per clause no 1500 of MoRT and H Specifications for Road and Bridge works and direction of Engineer-in-charge. |
| 31 | P.C.C.M-15 Grade in foundation bed as levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator and all leads and lifts as per approved Drawing and Technical Specifications and as per Section 1700 and 2100 of MoSRT and H Specifications for Road and Bridge works // stast Revision) and direction of Engineer-in-charge. |
| 32 | C. C. (1:1.5:3) using 12mm size H. G. metal chips per one bed of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering and curing for four weeks, centering, shuttering and finishing exposed surface smooth including all cost, conveyance, cess and royalities, DMF, EMF, additional charges of all materials with labour and T and P required for the work complete and as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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