Tender For Construction & Maintenance Of Road / Bridge Works- Package No. Or-19-540 (Nh To Ukp Colony Uk-6 Anchalguda) Pmgsy-Iv (Batch-I)
Tender Value
3.11 Crore
Estimated cost
Bid Submission
17 Jul 2026
15 days left
EMD
6.23 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
Koraput → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction & Maintenance Of Road / Bridge Works- Package No. Or-19-540 (Nh To Ukp Colony Uk-6 Anchalguda) Pmgsy-Iv (Batch-I)
BOQ
| Sl. No. | Item Description |
| 1 | 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.etc. complete and as per direction of the Engineer-in-charge. |
| 2 | Dismantling of existing structures, like culverts bridges, retaining walls and other structures compreising of stone masonry, including unserviceable materials and stacking the serivceable matering with all lift and lead of 1000m as per Technical Specification Clauses 202 and as per direction of the Engineer-in-charge. R.R. stone masonary in cement mortar |
| 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 and as per direction of the Engineer-in-charge. Cement Concrete |
| 4 | 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. |
| 5 | Excavation of road way in soil with hydraulic excavator if 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requiremetns of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m. and lead upto 1000m. as per Technical Specification Clause 302.3 of MORD.and as per the direction of the Engineer-in-charge |
| 6 | Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge. |
| 7 | Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge. |
| 8 | Providing Construction of granular sub-base Gr-III by providing well graded material, spereading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Specification clause 401 and as per direction of Engineer in Charge. |
| 9 | 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 Rivision) |
| 10 | Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. |
| 11 | Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. |
| 12 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge. |
| 13 | Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002. |
| 14 | Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm - 5.6mm aggregate using VG-30 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100KN static roller capacity, finished to required level and grades to be followed by seal coat of type-C as per clause 508 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work by Mechanical means and as per direction of Engineer-in charge. |
| 15 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B as per clause 510 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work with VG-30 grade bitumen laid by mechanical means and as per direction of Engineer in charge. |
| 16 | Construction of Panelled 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 25mm 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 (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work 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 bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. and as per direction of the Engineer-in-charge. |
| 17 | Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material. and as per direction of the Engineer-in-charge. |
| 18 | Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002. |
| 19 | Providing and laying of Type-B(first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the Engineer-in-charge. |
| 20 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Raft |
| 21 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Hunch |
| 22 | Providing concrete for plain concrete of M-15 in open foundations complete 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. |
| 23 | 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 Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge. 1000mm Dia. Hume Pipe |
| 24 | Providing concrete for plain concrete of M-15 in Substructure complete 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. |
| 25 | Providing and laying reinforced cement concrete of M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 26 | Supplying, fitting and placing HYSD bar reinforcement in superstructrue complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. |
| 27 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge (Raft) |
| 28 | Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. |
| 29 | Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge. |
| 30 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 31 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 32 | 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 MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge |
| 33 | Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer-in-charge. |
| 34 | Providing and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications including cost convyance taxes of all materials, cost of all labours, T & P required for the work etc.complete and as per direction of the Engineer -in- charge. |
| 35 | Providing and fixing of typical PMGSY 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge. |
| 36 | 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 roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge. For 600 mm Equolateral Triangle |
| 37 | 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 roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge. 600mm Circular |
| 38 | 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 clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge. Ordinary kilometer stone(Precast) |
| 39 | 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 clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge. 200 mm Stone(Precast) |
| 40 | Construction of RCC Guide Posts of 250mm dia M15 grade cast-in-situ with 20mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and tecnical specification clause 1608.2 |
| 41 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (upto 0.90 square meter size) and as per direction of the Engineer-in-charge. |
| 42 | Providing and fixing of typical PMGSY Maintenance Information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including ,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge. |
| 43 | Providing and fixing of typical PMGSY Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including ,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge. |
| 44 | Providing and fixing of typical PMGSY logos made of 1.6mm thick MS sheet duly stove enameled on both side with lettering and printing arrows, border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade & colour fixed & supported on 75mmx75mmx6mmM.S.angle 3500mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701 and as per direction of the Engineer -in- charge. |
| 45 | Providing & pillars and Fixing Reference TBM pillars benchmark one no,working benchmark 4 nos per km and near all drainage structure and bridges,reference pillars/Burjees @ 100m interval on both sides of the formation width as per MORD specification clause 100(drawing 200.1& 200.2 of standard Data book) and direction of the engineer in charge.(The marking of centre line setting out curves and recording of levels,etc by the surveyor will be incidental to the work and no extra payment shall be made for the same.) |
| 46 | Maintenance Routine Maintenance after completion of construction works 1st Year |
| 47 | 2nd Year |
| 48 | 3rd Year |
| 49 | 4th Year |
| 50 | 5th Year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysJul 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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