Tender For Construction Of H.L Bridge Over Gudia River At 2Nd Km On Brahmanbose To Dandbose (Rairangpur Block Boundry) Road Under Sby In The District Of Mayurbhanj For The Year 2026-27.
Tender Value
6.46 Crore
Estimated cost
Bid Submission
30 Jul 2026
0 days left
EMD
6.46 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
Mayurbhanj → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of H.L Bridge Over Gudia River At 2Nd Km On Brahmanbose To Dandbose (Rairangpur Block Boundry) Road Under Sby In The District Of Mayurbhanj For The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | Supplying & fitting fixing in position steel cutting edge as per approved design & drawing weighing not less than 40kg. per meter including steel cladding using M.S.Angles/ rods, plates bolts & nuts, rivets complete wherever necessary including bending to size & shape drilling holes riveting welding bolting etc. complete in all respects confirming to relevant IRC codes & ISI specification including cost conveyance & all taxes of all materials, labour & T&P & all machineries etc. required for the work with all leads & lifts complete in position in all respects (cutting edge to be placed at the level of the bottom of well cap indicated in Drg. or 150 mm. above L.W.L. as specified in the Drg. or as per written order of the Engineer-in-Charge. |
| 3 | Labour of sinking single circular well casion / cribwell of specfied diameter in all kinds of soil to line levels & plumb by scoping out from inside the well & bellow the steining by chiseling grabbing blasting ( if required ) etc. including cost of dredging chiseling, hammering, cutting with pick axes & crow bars, jack hammers oor using any other divices for removing the rock strata other than rock in lines plumb etc.complete as per specification and direction of the Engineer-in-charge. |
| 4 | Upto 10.00 mtr depth |
| 5 | For 7.50 mtr dia Well (Abutment Left ) |
| 6 | For 7.50 mtr dia Well (Abutment Right ) |
| 7 | Sinking of R.C.C well sinking in soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT>100) to lines levels & plum 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. |
| 8 | For 7.50 mtr dia Well (Abutment Left ) |
| 9 | For 7.50 mtr dia Well (Abutment Right ) |
| 10 | Construction of 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. |
| 11 | For 7.50 mtr dia Well (Abutment Left ) |
| 12 | For 7.50 mtr dia Well (Abutment Right ) |
| 13 | Construction of 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. |
| 14 | For 7.50 mtr dia Well (Abutment Left ) |
| 15 | For 7.50 mtr dia Well (Abutment Right ) |
| 16 | Earth work excavation in foundation in hard and compact sheet rock within all leads and lifts including shoring, shuttering, propping bullahs, piling, dewatering from the foundation, supplying and working of pumps stacking the excavated material away from the work site. |
| 17 | RCC of design mix of M-250 grade having specified characteristics compressive strength/ target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 21/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 12 mm to 20mm. .sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) |
| 18 | Well curb |
| 19 | Well Steining |
| 20 | RCC Crash barrier of M40 grade as per specification and direction of Engineer-in-Charge |
| 21 | RCC of design mix of M-300 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 21/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 12 mm to 20mm. .sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) |
| 22 | Foundation |
| 23 | Well Cap |
| 24 | Abutment & Pier Shaft |
| 25 | Abutment & Pier Cap |
| 26 | Pedestals |
| 27 | Dirt Wall |
| 28 | Superstructure |
| 29 | Wearing Coat (Mastic Asphalt) |
| 30 | Approach slab |
| 31 | Retaining Wall |
| 32 | P.C.C. M-150 grade using 20mm and down graded crusher broken hard granite chips of approved quality from approved quarry including cost, conveyance, royalty, taxes etc.using 10% extra cement in bottom pluggingcomplete as per specification and direction of the Engineer-in-charge. |
| 33 | Bottom Plugging |
| 34 | P.C.C. M-150 grade using 20mm and down graded crusher broken hard granite chips of approved quality from approved quarry including cost, conveyance, royalty, taxes etc.complete as per specification and direction of the Engineer-in-charge. |
| 35 | Top Plugging |
| 36 | Plain Cement Concrete M 150 Grade using 20mm down graded chips in well stening etc.complete as per specification and direction of the Engineer-in-charge. |
| 37 | Toe Wall |
| 38 | Plain Cement Concrete M 20 Grade using 20mm down graded chips in well stening etc.complete as per specification and direction of the Engineer-in-charge. |
| 39 | Well steining |
| 40 | Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987) |
| 41 | Providing and laying 600 mm thick filter media to back abutments of approved quality as per specification and drawing including all cost, conveyance, royality with all leads and lifts taxes and other charges of all materials with all labour, T&P articles, required for the work, etc. complete in all respect and as per the direction of the Engineer in charge. |
| 42 | 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 and technical specification including cost ,carriage, taxes of alll materials etc. complete as directed by the Engineer - in - Charge. |
| 43 | Rough stone dry packing in approns and revetments of designed thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge. |
| 44 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications |
| 45 | Granular Material |
| 46 | Boulder filling with sand grouted |
| 47 | In abutment Well & Pier Well with sand |
| 48 | Providing and fixing 15 cm dia & 1.00m long RCC Guard posts including all costs & conveyance etc complete. |
| 49 | Providing fitting & fixing stripseal expansion joints as per specification & direction of the Engineer-in-Charge. |
| 50 | Providing cement concrete (1:3:6) below approach slab as per specification & direction of the Engineer-in-Charge. |
| 51 | Supplying & fixing of the POT/ PTEE/ Bearing procured from approved manufacture & with test certificate as per specification and direction of Engineer-in-Charge. |
| 52 | Providing ,fitting, fixing of drainage spout as per specification & direction of the Engineer-in-Charge. |
| 53 | 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 02 Sqm |
| 54 | Fixing of anchoring bars up to 25 mm to 38 mm dia in foundation rock in abutments & piers including drilling holes, fixing wedged anchors & grounting with cement mortar 1:4 complete as per speciffication & direction of Egnineer-in-Charge. |
| 55 | Levelling the hard rock surface under wells for piers, abutments & wing wall under water as per specification & Engineer-in-Charge. |
| 56 | Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transporting to the site by mechanical means, to required slope and compacted to meet the requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per t |
| 57 | 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). |
| 58 | Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works |
| 59 | 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) |
| 60 | 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) |
| 61 | 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) |
| 62 | 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 |
| 63 | 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 |
| 64 | Providing fitting & Fixing Setu Bandhan Yojana information sign board. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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