Tender For Construction Of H.L. Bridge Over Local Nallah On Katarkela To Dhaula Khaman Road Under (Sby) For The Year 2026-27
Tender Value
2.62 Crore
Estimated cost
Bid Submission
30 Oct 2026
9 days left
EMD
2.62 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
Bargarh → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of H.L. Bridge Over Local Nallah On Katarkela To Dhaula Khaman Road Under (Sby) For The Year 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in cutting hard soil soil with initial lead and lift including dressing and leveling the bed and deposite the soil. |
| 2 | Earth work in excavation of foundation trench in all kinds of soil with all lead & lift including dressing and levelling the bed and depositing the excavated earth as directed by EIC |
| 3 | Earth work in exacavation of foundation in hard rock or granite rock within initial llead and lifts includingshoring &shuttering etc complete. |
| 4 | M10 CC (1:3:6) in foundation & plinth using 4c.m. size h.g. metal including watering & curing etc. |
| 5 | Providing Concrete for Plain/ reinforced concrete in open foundation complete as per drawing and technical specifications Clauses 802,803,1202 & 1203In Foundation |
| 6 | P.C.C. M15 in sub structure in headwall & pipe joints etc.etc. |
| 7 | R.C.C M25 using 20mm down graded HG chips etc complete.Deck Slab |
| 8 | Providing & laying of wearing course of 56mm thick consisting of 6mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat including providing antiskid surface with bitumen precoated fine grained hard stone chipping all complete as per clause 501, 502, 503 & 516 of MoRT&H Specification for road & bridge works (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each over tack coat etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge. |
| 9 | R.C.C M30 using 20mm down graded HG chips etc complete.D) Approach slab |
| 10 | E) Column,Wingwall & Tie beam |
| 11 | F) Abutments & Piersi) In foundation |
| 12 | ii) Above Bed |
| 13 | G) Abutment & Pier caps |
| 14 | H) Dirt walls |
| 15 | Provision and Reinforced cement concrete crash barrier at thr bridge desk & approches to bridge structure, constructed with with reinforced cement concrete with HYSD Reinforcement conforming MoRth specification and as per detail given IRC - 5 including dowel bar, Expansion Joint filled with pre- moulded asphalt filler board etc. and approved drawing and at location directed by the engineer all as specified. |
| 16 | Labour for cutting, bending, Binding T.S Road including cost & carriage of MS rod. |
| 17 | Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing not less than 25kg laid dry complete as per drawing and technical specification clause 1301. |
| 18 | 600mm thick filtre media in the rear of abutment etc complete |
| 19 | 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 |
| 20 | Providing,fixing R.C.C guard post on approach Road using 7.50 kg steel in each guard post etc complete |
| 21 | Back filling behind Abutments ,Wing walls & Return walls complete as per drawing &technical specification etc complete. |
| 22 | Providing & Fixing drainage spout with 100mm dia GI pipe in deck slab with MS grating as per Clause-2705 under Section 900, 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 23 | Providing , fitting, fixing strip seal expansion joints including all cost, carriage etc complete |
| 24 | Providing and applying two coats of Enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 2 Sqm |
| 25 | Providing, fitting, fixing anchor Below Foundation |
| 26 | Providing , fitting, fixing tar papers including all cost, carriage etc complete |
| 27 | Providing & erecting Informatory retro-reflectorised sign as per IRC-67-2012 made of class-B retro reflective sheeting of high intensity prismatic grade sheeting as per ASTM D 4956-09 type-III and IV strictly conforming to clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per clause 6.5.2 of IRC 67-2012 or A.C.P. (Aluminum composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminum with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel square post 80m x 80mm x 3mm,2 nos and 3 nos horizontal and 1 no vertical extra supporting members of M.S angle of size 50mm x50 mmx6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm,60 cm belowground level as per approved drawing including cost, conveyance, royalty, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(3600 mmx2400 mm Rectangle)3600mmx2400mm Assets Board |
| 28 | Clearing grass & removal of rubbish on both sides of the road to facilitate widening berms , disposal of stuff including all labours , T&P article as per specification for road & bridge work. |
| 29 | Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision) |
| 30 | Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision). |
| 31 | Construction of granular sub-base by providing close graded granular sub base Grading III material as per table 401-1, spreading in uniform layer with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC ,and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoSRT&H Specification for Road & Bridge works (4 th Revision) |
| 32 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing 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 Revision). |
| 33 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MORD |
| 34 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 OF MORD |
| 35 | Providing and laying Bituminous Macadam with 100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction |
| 36 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH spefn. clause No. 508 complete. |
| 37 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per technical specification |
| 38 | Filling sand in foundation in trenches as per drawing and technical specification clause 305.3.9 |
| 39 | Unit cost of NP3 hume pipes including cost of labour for laying hume pipes (1000 mm dia.) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysOct 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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