Tender For Construction Of Bridge Over Local Nallah At 2.600Km On Nabarangpur To Ambadola Road In The District Of Nawarangpur Under Sby For The Year 2024-25
Tender Value
5.05 Crore
Estimated cost
Bid Submission
30 Oct 2026
15 days left
EMD
5.06 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
Nabarangpur → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bridge Over Local Nallah At 2.600Km On Nabarangpur To Ambadola Road In The District Of Nawarangpur Under Sby For The Year 2024-25
BOQ
| Sl. No. | Item Description |
| 1 | Providing & constructing service road as per direction of Engineer in Charge. |
| 2 | Earthwork in excavation in foundation in all kinds of soil within initial lead of 50m. and 1.5m initial 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. |
| 3 | Providing and Laying Cutting edge of Mild Steel weighing 40 kg per metre including cladding for Well foundation etc. complete as per drawing and technical specifications. |
| 4 | Labour for sinking in all kinds of soil other than rock in lines plumb etc complete. Upto 10.00 mtr depthFor 7.50 mtr dia WellAbutment Left 98.000 to 91.440 mtrAbutment Right 98.000 to 93.674 mtr |
| 5 | Labour for sinking in all kinds of soil other than rock in lines plumb etc complete. Upto 10.00 mtr depthFor 7.50 mtr dia WellPier 96.334 to 92.66 mtr |
| 6 | Construction of 6m. Dia R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.For 7.50 mtr dia WellAbutment Left 91.440 to 89.54 mtrAbutment Right 93.674 to 92.774 mtr |
| 7 | Construction of 6m. Dia R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.For 7.50 mtr dia WellPier P1 92.660 to 90.76 mtr |
| 8 | Construction of 6m. Dia R.C.C well sinking in Hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.For 7.50 mtr dia WellAbutment Left 89.54 to 88.94 mtrAbutment Right 92.774 to 92.174 mtr |
| 9 | Construction of 6m. Dia R.C.C well sinking in Hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.For 7.50 mtr dia WellPier P1 90.760 to 90.16 mtr |
| 10 | Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and PlinthBottom Plugging |
| 11 | Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and PlinthTop Plugging |
| 12 | Reinforced Cement Concrete M 25 Grade using 20mm down graded chips in Foundation and PlinthWELL CURB |
| 13 | Reinforced Cement Concrete M 25 Grade using 20mm down graded chips in Foundation and PlinthWELL STEINING |
| 14 | Plain Cement Concrete M 20 Grade using 20mm down graded chips in superstructureWELL STEINING |
| 15 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructureWELL CAP |
| 16 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructureAbutment & Pier Shaft |
| 17 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructureAbutment & Pier Cap |
| 18 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructureDIRT Wall |
| 19 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructureSuperstructure |
| 20 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructureApproach Slab |
| 21 | Providing and laying 25 mm mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29. prepared by using mastic cooker and laid to required level and slope after cleaning the surface,including providing antiskid surface with size at the rate of 0.005 cum per 10 sqm and at an approxmate spacing of 10 cm center to center in both direction ,pressed into surface when the temperature of surface is not less than 1000C,protruding 1 mm to 4 mm over mastic surface all complete as per clause 515 |
| 22 | Straightening, cutting, bending binding M/S or T.S. rods and placing in position etc. complete |
| 23 | 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 towards the wall and provided over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications. |
| 24 | 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 Specifications. |
| 25 | Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete |
| 26 | ack filling behind abutment, wing wall and return wall complete as per drawing and technical specifications.GRANULAR MATERIAL |
| 27 | ack filling behind abutment, wing wall and return wall complete as per drawing and technical specifications.SANDY MATERIAL |
| 28 | Providing and fixing 15 cm dia & 1.00m long RCC Guard posts including all costs & conveyance etc complete. |
| 29 | Providing, fitting and fixing Angle iron Expansion Joint with M.S. Angles of size 75x75x6mm and 6mm thick MS plate and 12mm dia HYSD Bars.Providing fitting and fixing of expansion joint |
| 30 | Providing Cement Concrete (1:3:6) etc complete |
| 31 | Providing ,fitting, fixing neoprene bearing including cost & taxes etc. |
| 32 | Providing ,fitting, fixing C.I. grating to holes in deck slab including cost & taxes etc. |
| 33 | Supplying, providing, fixing in position RCC Crash barrier monolithic with slab M-40 grade as per approved drawings and Technical Specifications (Part I/II) Clause 809 section 800 & section 1000, 1500, 1600, 1700 with their clauses and sub clauses of MORTH specification for Road & Bridge works (4th revision) and including full compesating to costs all operations, contingencies incidentals involved for the finished defect free item of work to specification and as directed by Engineer or his representative to specification. |
| 34 | Fixing of anchoring bars upto 25mm to 38mm dia in foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in charge excluding cost of M.S. rods . |
| 35 | Levelling the hard rock surface under wells for piers, abutments & wing under water |
| 36 | Providing and applying two coats of water based enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm |
| 37 | APPROACH ROADConstruction 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) |
| 38 | 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). |
| 39 | Construction of granular sub-base by providing Close graded Granular subbase 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 complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 40 | Providing, laying, spreading & 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 sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) |
| 41 | Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfaces and spraying primer @ 0.60kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) |
| 42 | Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) |
| 43 | Providing & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45 |
| 44 | Providing & 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 site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47 |
| 45 | RETAINING WALLEarthwork in excavation in foundation in all kinds of soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. |
| 46 | Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge. |
| 47 | Providing Plain Cement Concrete of Nominal Mix of (1:3:6) in open foundations comepte as per drawings and as per direction of Engineer in Charge. |
| 48 | Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth |
| 49 | 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 Specifications. |
| 50 | Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete |
| 51 | Hume Pipe Culvert (1000mm dia Single row)Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. |
| 52 | Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. |
| 53 | P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete. |
| 54 | Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge. 1000 mm dia Single row |
| 55 | Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification. |
| 56 | Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification. |
| 57 | Rough Stone Dry Packing in approns and Revetment with hard Granite Stones. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysOct 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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