Tender For Construction Of Road From Sathilo Shiva Temple To Radhapatipur Via- Ganesmundia
Tender Value
6.99 Crore
Estimated cost
Bid Submission
06 Aug 2026
5 days left
EMD
6.99 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Cuttack → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road From Sathilo Shiva Temple To Radhapatipur Via- Ganesmundia
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubish up to distance of 30 mtr out side the periphery of the area by manual means as per technical specification clause 201of MORD and as per direction of Engineer in charge. |
| 2 | 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 of 1000 m as per Technical Specification Clause 202 of MORD specification for Rural roads & as per direction of the Engineer-in-charge.I)Plain cement concrete |
| 3 | iv) Hume pipes above 600mm to 900mm dia. |
| 4 | Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge. |
| 5 | 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. |
| 6 | 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 asper direction of Engineer-in charge. |
| 7 | Construction of granular sub-base by providing Close graded Granular subbase (Stone screening) 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 etc |
| 8 | 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. |
| 9 | Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 8.5 kg / 10 sqm using mechanical means as per technical specification clause 502 of MORD and as per direction of Engineer-in charge |
| 10 | Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 2.75 kg / 10 sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 of MORD and as per direction of Engineer-in charge |
| 11 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, 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) |
| 12 | 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, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert , 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. |
| 13 | 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. |
| 14 | 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 slope, inaccordance with requirements of line carriage by mecanical means in foundation in all soil with all leads & lift etc. complete. |
| 15 | 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 |
| 16 | Providing and laying hard stone boulder in Appron for bed protection with stone boulder of minimum size and weight, no fragment weighing less than 25 kg 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. |
| 17 | Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonry work in head wall and parapets as per MORD technical Specification Clause 1100 etc complete and as per direction of Engineer-in-Charge.i) 1000 mm dia |
| 18 | ii) 600 mm dia. |
| 19 | Plain Cement Concrete in levelling course below open foundation of Head walls and in sub stucture as per drawings & Technical Specification Clause 1109, 1302.5,802,804,805,806,807,1202 and 1204 of MORD specification for Rural roads and as per direction of Engineer-in-Charge.ii) P.C.C Nominal mix (M-15) |
| 20 | R.C.C grade M 20, |
| 21 | Plain/reinforced cement concrete in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.i) P.C.C Nominal mix M-15 |
| 22 | Providing and laying reinforced cement concrete in Superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 of MORD specification for Rural roads as per direction of the Engineer-in-Charge.R.C.C M 25 |
| 23 | Providing and fixing Z type steel sheet piles including cost, carriage & labour for driving etc. complete. |
| 24 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructureFoundation |
| 25 | Abutment & Pier Shaft |
| 26 | Pier & Abutment Cap |
| 27 | DIRT Wall |
| 28 | Retaining Wall / Wing Wall |
| 29 | Wearing Coat - RCC M30 |
| 30 | Approach Slab |
| 31 | DECK SLAB |
| 32 | Reinforced Cement Concrete M 40 Grade using 20mm down graded chips in Foundation and PlinthRCC Crash barrier |
| 33 | 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. |
| 34 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered /concrete surfaces as per drawing and technical specification of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge. |
| 35 | 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. |
| 36 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specificationn.GRAVEL BACKING |
| 37 | Strip seal Expansion Joint |
| 38 | Fixing of Salitax Board |
| 39 | Providing and laying Tar paper |
| 40 | Providing, fitting & fixing of Draiange spout etc |
| 41 | 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. |
| 42 | 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 triangle |
| 43 | ii) 600mm dia circular |
| 44 | 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.ii) Ordinary kilometer stone |
| 45 | ii) 200 M Stone |
| 46 | 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. |
| 47 | 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. |
| 48 | Direction and place identification signs more than 0.90 sqm sign board |
| 49 | Providing and fixing of typica 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 and as per direction of Engineer-in-charge.Including maintenance board |
| 50 | Restoration of Rain-cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawing and technical specifications clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.1st Year |
| 51 | 2nd Year |
| 52 | 3rd Year |
| 53 | 4th Year |
| 54 | 5th Year |
| 55 | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of materials/ irregularities of shoulders to the design levels by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per Technical specification clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.1st Year |
| 56 | 2nd Year |
| 57 | 3rd Year |
| 58 | 4th Year |
| 59 | 5th Year |
| 60 | 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 |
| 61 | 2nd Year |
| 62 | 3rd Year |
| 63 | 4th Year |
| 64 | 5th Year |
| 65 | 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 |
| 66 | 2nd Year |
| 67 | 3rd Year |
| 68 | 4th Year |
| 69 | 5th Year |
| 70 | 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 |
| 71 | 2nd Year |
| 72 | 3rd Year |
| 73 | 4th Year |
| 74 | 5th Year |
| 75 | Maintenance of Road Signs by way of cleaning and repainting of mandatory. Regulatory/ cautionary/ informatory and place identification sign board as per drawing and technical specification clause 1910 of MORD specification for Rural roads and as per direction of Engineer-in-charge.1st Year |
| 76 | 2nd Year |
| 77 | 3rd Year |
| 78 | 4th Year |
| 79 | 5th Year |
| 80 | 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 |
| 81 | 2nd Year |
| 82 | 3rd Year |
| 83 | 4th Year |
| 84 | 5th Year |
| 85 | 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 |
| 86 | 2nd Year |
| 87 | 3rd Year |
| 88 | 4th Year |
| 89 | 5th Year |
| 90 | 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 |
| 91 | 2nd Year |
| 92 | 3rd Year |
| 93 | 4th Year |
| 94 | 5th Year |
| 95 | 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 |
| 96 | 2nd Year |
| 97 | 3rd Year |
| 98 | 4th Year |
| 99 | 5th Year |
| 100 | Maintenance of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification clause 1911 of MORD specification for Rural roads and as per direction of Engineer-in-charge.1st Year |
| 101 | 2nd Year |
| 102 | 3rd Year |
| 103 | 4th Year |
| 104 | 5th Year |
| 105 | White washing two coats on parapet walls of CD works and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915 of MORD specification for Rural roads and as per direction of Engineer-in-charge.1st Year |
| 106 | 2nd Year |
| 107 | 3rd Year |
| 108 | 4th Year |
| 109 | 5th Year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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