Tender For Construction Of Approach Road From Nh To My Home Industry (From Chainage 2.930 Km To 5.300 Km) At Byree, Jajpur, Odisha.
Tender Value
11.65 Crore
Estimated cost
Bid Submission
03 Oct 2026
10 days left
EMD
11.65 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jajapur → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Approach Road From Nh To My Home Industry (From Chainage 2.930 Km To 5.300 Km) At Byree, Jajpur, Odisha.
BOQ
| Sl. No. | Item Description |
| 1 | Forest Area Road Work- 2370 mtr (Chainage 2.930 to 5.300 Km) |
| 2 | Clearing and grubbing roads and 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. |
| 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes, in accordance with requiments of lines, grades and cross section and transporting to the embankment and as per MoR&TH specifications etc complete. |
| 4 | Construction of subgrade and earthen shoulders with approved material obtained from borrowpits having CBR not less than 5% with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2and as per relevent clauses of section-300.including cost of leads, transporting to site, spreading, grading to required slope and compacting,all labour, T&P etc. complete as directed by the Engineer-in-charge. |
| 5 | Supplying, providing laying in approved layer thickness to line grade cross section and constructing Granular Sub-Base close graded Grading IV as shown in the drawing using crushed stone aggregate conforming to grading specified in (Table 400-I /400-I A) & in accordance with physical requirement in BS 812 Part III, Technical specification Part I/II of specification for road and bridge works MORT&H (4th revision) spreading the same with motor grader of adequate capacity with hydraulic controlled blades & compacting the same with vibratory roller of minimum 80 to 100KN static weight or of equivalent capacity, to achieve minimum required density including full compensation to all operations, all inclusive costs, contigencies, incidentals, involved for finished defect free item of work complete to specification & as directed by the Engineer or his representative to satisfaction. |
| 6 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600.1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver and compacting with vibratory roller, finishing and curing as per Clause 601 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 7 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and as per Clause 602 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 8 | Excavation for roadwork in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes, in accordance with requiments of lines, grades and cross section and transporting to the embankment and as per MoR&TH specifications etc complete. |
| 9 | Toe Wall Foundation PCC M-15 |
| 10 | Toe Wall Raft & Wall PCC M-15 |
| 11 | Toe Wall HYSD Steel |
| 12 | Toe Wall Weep Holes |
| 13 | Toe Wall Filter Media |
| 14 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 15 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 |
| 16 | Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single/double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road & bridge works (5th revision) & as directed by Engineer in charge. |
| 17 | 90 cm Equilateral traingle |
| 18 | 60 cm Circular |
| 19 | 80 cm x 60 cm rectangular |
| 20 | 90 cm high octagon |
| 21 | Box Culverts - 2 Nos. |
| 22 | Excavation for roadwork in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes, in accordance with requiments of lines, grades and cross section and transporting to the embankment and as per MoR&TH specifications etc complete. |
| 23 | (i) All types of soil including backfilling up to ground level with approved material as directed by Engineer-in-Charge |
| 24 | Providing & laying PCC M15 in levelling course for foundations of box culvert complete as per drawings and technical specifications. |
| 25 | Providing & laying concrete for box culverts (grade M30) including necessary formwork, machinery and workmanship complete (excluding reinforcement) as per drawing and specification. |
| 26 | i) Foundation (raft) |
| 27 | ii) Substructure (walls) |
| 28 | iii) Superstructure (slab) |
| 29 | Providing & laying concrete for U-trough (grade M30) including necessary formwork, machinery and workmanship complete (excluding reinforcement) as per drawing and specification. |
| 30 | i) Foundation (raft) |
| 31 | ii) Substructure (walls) |
| 32 | Providing & laying concrete for PCC curtain wall / toe wall including formwork, complete as per drawing & specification.(i) M25 |
| 33 | Providing and constructing RCC M40 crash barrier including centering, shuttering and reinforcement etc. all complete as per technical specifications. |
| 34 | Providing and fixing of drainage spouts along with drain pipes complete as per drawing and technical specifications and as directed by the engineer. |
| 35 | Providing and laying of filter media behind walls of abutment, retaining wall etc. with granular materials / stone crushed aggregates satisfying the requirements laid down in MoRTH to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 36 | Providing weep holes in plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face, complete as per drawing and technical specification. |
| 37 | Supplying, fitting and placing HYSD-TMT reinforcement (Fe-500D grade with higher ductility) in foundation, substructure and superstructure complete as per drawing, technical specification and as directed by engineer. |
| 38 | Providing and laying rubble in flexible apron including boulder laid dry including packing and filling in interstices for floor protection complete as per drawing and technical specifications and as directed by the engineer incharge. |
| 39 | Providing and applying ordinary paints of approved quality on surface of parapets/ crash barriers as per drawings and as per the directions of engineer. |
| 40 | Printing of structure number, span arrangement & flow direction of any shade with synthetic enamel paint black or any other approved colour to give an even shade as complete as per technical specifications and as directed by the engineer incharge. |
| 41 | Mastic Asphalt Sheet Over structure |
| 42 | Approach Slab PCC M-15 |
| 43 | Approach Slab RCC M-20 |
| 44 | Dismantling and removing RCC works including stacking the useful materials for reuse and removing the debris within 50mtr lead. |
| 45 | Dismantling of rubble stone masonery in cement mortar including T&P and scafolding whereever necessary , sorting the dismantalled material, disposal of unservicable material and stacking the servicable material with all lifts and lead of 1000mtrs. |
| 46 | Hume pipe Culvert - 8 Nos. (600mm dia NP-4 Single RoW) |
| 47 | Excavation for roadwork in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes, in accordance with requiments of lines, grades and cross section and transporting to the embankment and as per MoR&TH specifications etc complete. |
| 48 | (i) All types of soil including backfilling up to ground level with approved material as directed by Engineer-in-Charge. |
| 49 | Providing & laying PCC M15 in levelling course for foundations of box/slab culvert complete as per drawings and technical specification. |
| 50 | Providing & laying concrete for PCC Head Wall in pipe culverts including formwork, complete as per drawing & specification. |
| 51 | i) M15 |
| 52 | Providing and laying pipe culvert bedding as per MORT&H specification. |
| 53 | ii) Concrete bedding (PCC M15) |
| 54 | Providing and laying reinforced cement concrete NP4 pipe in single row including testing, fixing of collar with cement mortar 1:2, jointing complete as per drawing, technical specification and as directed by engineer. |
| 55 | i) 600mm dia |
| 56 | Providing & laying stone boulder apron complete as per drawing, technical specification and as directed by engineer. |
| 57 | N.B.:- GST as applicable will be paid extra. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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