Tender For Construction Of Tangeri To Borikia Via Pangurumila Road In The District Of Kandhamal Under The Scheme Mmsy-Transferred Road Improvemtn Programme-Mmsy-Trip For The Year 2025-26
Tender Value
15.54 Crore
Estimated cost
Bid Submission
03 Nov 2026
5 days left
EMD
15.54 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
Khordha → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Tangeri To Borikia Via Pangurumila Road In The District Of Kandhamal Under The Scheme Mmsy-Transferred Road Improvemtn Programme-Mmsy-Trip For The Year 2025-26
BOQ
| Sl. No. | Item Description |
| 1 | BT ROADClearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, &trees girth upto 300 mm , removal of stumps of trees cut eralier & disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness as per direction of EIC |
| 2 | Construction of embankment with approved materials obtained from borrow pits transporting to site 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 301.5 and as per the direction of the Engineer-in-Charge. |
| 3 | Excavation in Hard Rock (blasting prohibited by mechanical means) as per technical specificaation clause 302 |
| 4 | Excavation in soil in Hilly area by mechanical means including cutting & trimming of side slopes & disposing of excavated earth with a lift upto 1.5 m & lead upto 20 mtr as per technical specification clause-1603.1 |
| 5 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). |
| 6 | labour for laying Sub Base in layers not exceeding 225 mm watering & compacting to the required density in O.M.C with vibratory Roller including cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge |
| 7 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision) |
| 8 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC |
| 10 | Providing and laying semi dense bituminous concrete with 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) AR-175/47 |
| 11 | Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C. |
| 12 | CONCRETE PAVEMENTLabour for laying Sub Base in layers not exceeding 225 mm watering & compacting to the required density in O.M.C with vibratory Roller including cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge |
| 13 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision) |
| 14 | Construction of un-reinforced plain 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 M-30 (Grade), coarse & 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 & 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 & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the E.I.C. |
| 15 | CROSS DRAINAGE WORKSEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 16 | Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 17 | Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 |
| 18 | Plain cement concrete M-15 in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 19 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5RCC M-25Raft |
| 20 | Deck Slab |
| 21 | Rib Hunch |
| 22 | Providing Concrete for reinforced cement concrete of M25 for Railing complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge |
| 23 | providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C |
| 24 | Plain cement concrete M-15 in sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 25 | Plain Cement Concrete M20 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD |
| 26 | Sub-Structure |
| 27 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 28 | Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. and as per the direction of the Engineer in charge1000 mm dia HPC (Single row) |
| 29 | Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge |
| 30 | 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 |
| 31 | 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 |
| 32 | PROTECTION WORKEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MORD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per direction of Engineer-In-Charge. |
| 33 | 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.(PCC M-15) |
| 34 | Sub-Structure |
| 35 | Providing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in Substructure as per drawings & Technical Specification clauses 802, 804, 805, 806 807, 1202 & 1204 of MORD and as per direction of Engineer-In-Charge. |
| 36 | Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 37 | Providing concrete for plain / reinforced concrete in PCC M20 open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.Foundation |
| 38 | Providing Concrete for reinforced cement concrete of M25 complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge |
| 39 | Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge |
| 40 | 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 |
| 41 | ROAD APPURTENANCESProviding 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 and as per direction of EICi.) 600mm equilateral triangle |
| 42 | iv) 800mm x600mm rectangular ( For Place Indentification) |
| 43 | 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 and as per direction of EIC |
| 44 | 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 as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge |
| 45 | Providing and fixing of typical CITIZEN INFORMATION 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 and as per direction of EIC |
| 46 | Providing and fixing of Asset Board |
| 47 | Fixing of 5TH Km. Stone |
| 48 | Fixing of Km. Stone |
| 49 | Fixing or 200m Stone |
| 50 | providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C |
| 51 | Bridge ProperEarthwork in excavation in cutting in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. |
| 52 | Earthwork in excavation in foundation in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in |
| 53 | Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge. |
| 54 | Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD Foundation |
| 55 | Sub-Structure |
| 56 | Plain Cement Concrete M15 (1:2.5:5) nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD Foundation |
| 57 | Sub-Structure |
| 58 | Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3Foundation |
| 59 | Abutment & Pier Shaft |
| 60 | Pier & Abutment Cap |
| 61 | DIRT Wall |
| 62 | Retaining Wall / Wing Wall |
| 63 | Approach Slab |
| 64 | Wearing Course- Mastic Asphalt |
| 65 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in Foundation and PlinthDECK SLAB |
| 66 | Crash Barrier |
| 67 | Straightening, cutting, bending binding M/S or T.S. rods and placing in position etc. complete |
| 68 | Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size to |
| 69 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical |
| 70 | Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete |
| 71 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specificationGRANULAR MATERIAL |
| 72 | SANDY MATERIAL |
| 73 | Providing and fixing 15 cm dia & 1.00m long RCC Guard posts including all costs & conveyance etc complete. |
| 74 | Providing fitting and fixing of expansion joint |
| 75 | Providing and laying Tar paper |
| 76 | Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm |
| 77 | MaintenanceMaintenance of BT Road1 st year take |
| 78 | 2nd year take |
| 79 | 3rd Year take |
| 80 | 4th year take |
| 81 | 5th year take |
| 82 | Maintenance of Earthen Shoulder (Filling with fresh selected soil)1 st year take |
| 83 | 2nd year take |
| 84 | 3rd Year take |
| 85 | 4th year take |
| 86 | 5th year take |
| 87 | Maintenance of Earthen Shoulder (stripping of excess soil)1 st year take |
| 88 | 2nd year take |
| 89 | 3rd Year take |
| 90 | 4th year take |
| 91 | 5th year take |
| 92 | Restoration of Rain Cuts1 st year take |
| 93 | 2nd year take |
| 94 | 3rd Year take |
| 95 | 4th year take |
| 96 | 5th year take |
| 97 | White washing of parapet walls of CD work and tree trunks1 st year take |
| 98 | 2nd year take |
| 99 | 3rd Year take |
| 100 | 4th year take |
| 101 | 5th year take |
| 102 | Maintenance of Road Signs1 st year take |
| 103 | 2nd year take |
| 104 | 3rd Year take |
| 105 | 4th year take |
| 106 | 5th year take |
| 107 | Maintenance of culverts1 st year take |
| 108 | 2nd year take |
| 109 | 3rd Year take |
| 110 | 4th year take |
| 111 | 5th year take |
| 112 | Maintenance of 200 metre, Km stones 1 st year take |
| 113 | 2nd year take |
| 114 | 3rd Year take |
| 115 | 4th year take |
| 116 | 5th year take |
| 117 | Cutting of branches of trees and shurbs from the road way (Assuming)1 st year take |
| 118 | 2nd year take |
| 119 | 3rd Year take |
| 120 | 4th year take |
| 121 | 5th year take |
| 122 | Cutting of shurbsfrom the road way or with in R.O.W1 st year take |
| 123 | 2nd year take |
| 124 | 3rd Year take |
| 125 | 4th year take |
| 126 | 5th year take |
| 127 | Trimming of grasses and weeds from the shoulders1 st year take |
| 128 | 2nd year take |
| 129 | 3rd Year take |
| 130 | 4th year take |
| 131 | 5th year take |
| 132 | Maintenance of Rcc railing1 st year take |
| 133 | 2nd year take |
| 134 | 3rd Year take |
| 135 | 4th year take |
| 136 | 5th year take Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender