Road And Building Department-RBD has published Construction Of Hl Bridge Over Atharphutia Nallah On Thakurgarh Sisumandira To Alekhpur Road At 3 / 600 Km Under State Plan . Submission Date for this Tender is 29-01-2022. Bridge Work Tenders in angul Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in Excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, complete in all respectasperSection900andClause304of MoRT&HSpecificationsforRoad&Bridgeworks(Latest Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 2 | Excavation of foundation in disinegrated rock not required blasting to be removed by pickaxe and crow bar and depositing materials within 50m initial lead and 1.5m intial lift including rough dressingas per direction and SpecificationsforRoad&Bridgeworks(Latest Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 3 | Supplying fitting and fixing anchor bars of 25mm dia to 38mm dia to thefoundation of Piers and Abuttments after drilling holes grouting with cement mortar as per approved proportion etc complete and as per direction of Engineer-in-Charge. |
| 4 | Providing and laying P.C.C M-15 grade in foundations using 40mm down graded crusher broken stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 5 | Providing and laying P.C.C M-20 grade using 40mm down graded crusher broken stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 6 | Providing ad paying RCC of M30 garde of controlled quality having minimum cube strength of 300 Kg/CM2 at 28 days using 20mm and down graded black hard granite crusher broken stone agrregates, clean rever sand from approved quarry and using minimum quantity of approved quality cement as per clause 303.5 of IRC -21-1987 and IS-456-1987 including hoiststing , lowering and laying concrete in layers to the required thickness and compacting each layer by means of vibrator including watering, curring and cost convence royality taxes etc all complete including risit centering, shutering but excluding cost of rainforcement as per section 900,1000,1500,1700, 2200 & 2300 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge |
| 7 | Abutment & PierRaft |
| 8 | Abutment, Piershaft |
| 9 | Abutment, Pier cap |
| 10 | Dirt Wall |
| 11 | Deck Slab |
| 12 | Providing RCC M-40 Crash Barrier with 50mm dia G.I. Hand Rail at the edges of the road approaches to bridge structure and medians constructed with RCC M-40 grade concrete with HYSD Reinforcement confirming to IRC-21 and dowel bars of 25mm dia 450 mm long at expansion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design and section 811 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge |
| 13 | Providing and fixing R.C.C. M-15 grade guard posts of 1.00metre height and 15 cm diameter using 20mm down graded stone crusher broken aggregates including cost of steel reinforcementfor finished item of work as per approved drawing and technical specifications complete in all respectas per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (Latest Revision)& including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 14 | Reinforcement cement concrete approach Slabin M 30 grade formwork comlete as per section 1500, 1600, 1700 & 2704 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge |
| 15 | Providing and laying of Strip sealexpansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authirised representative ensuring compliance to the manufacturer"s instructions for installation as per section 2607 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge |
| 16 | Supplying,straightening ,cutting,fitting and placing in positioncoiled or bend up M.S. rod / HYSD bars confirming to Gr. S 240 or Fe-500, cutting bending binding lapping placing welding etc. (Confirming to ISI specification) and jointing if necessary by lapping and tying the grills and placing in position as required for RCC work as per approved design hoisting lowering and laying in position including cost conveyance & taxes of M.S. rod / tor steel(Primary Producer like-SAIL/RINL/TATA/JINDALSTEEL/SHYAM STEEL) make) and binding wire of 18 to 20 gauge (as approved by the deptt.) weight of over lapping, couping, welded joints, spaeer bar, chair, stage, hanger andbinding wires shall not be considered for payment at all. Standard co-efficient of different size of the steel shall be considered. Welding & lapping should be confirming to relevant clause of IRC 1987 in all heights as per Section - 900, 1000, 1600ofMoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost of all labour, T&P,etc. complete and as per direction ofEngineer-in-charge. |
| 17 | Providing and laying filter media with granular materils/stone crushed agreegates satisfying the requirements laid down in clause 2200 and 2504.2.2 of MpRTH specification (latest revesion) 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. |
| 18 | Back filling behind abutment, wing wall and return wall with sand including cost conveyance, taxes as per specifiation complete as per drawing and Technical sprcification as per section 2200 ofMORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge |
| 19 | Providing weep wholes in plain rein/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 section 2200 & 2706 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge |
| 20 | Providing and fixing Drainage spout as per approved drawing and technical specifications including cost of all labour, cost of all materials,T&P required for the work etc. complete asper section 2705 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge. |
| 21 | Painting two coats with synthetic enamel paints of approved quality and shade over a coat of primer at any elevation on kerb, guard post and other structures etc fot the finished item of work as per technical specification complete in all respect as per Section 800, 900 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P,etc. complete and as per direction ofEngineer-in-charge. |
| 22 | Providing, laying gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifiactions complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 23 | Providing rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing & technical specificationscomplete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 24 | Providing & fixing 25 mm thick bitumenous expansion joint board in expansion joint complete as per drawing & Technical Specification nd as per direction of Engineer-in-Charge. |
| 25 | Providing & fixing of Tar paper including cost & conveyance of all materials, labour, T&P,etc complete and as per direction of Engineer-in-Charge. |
| 26 | Providing and laying 25 mm thick 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 bitumen precoated fine grained hard stone chipping of 13.2mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade,protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoRT&H Specifications for Road & Bridge works (5th. Revision) |
| 27 | Providing and laying 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 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 509 of MoSRT&H Specifications for Road & Bridge works (5th. Revision) |
| 28 | Loosening to a depth of 150mm,levelling and compacting original ground supporting embankment/ sub-grade as per approved drawing andtechnical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specifications for Road and Bridge works (latest Revision) & including cost of all labour, T&P, royalty etc. complete and including cost of all labour, T&P,etc. complete and as per direction ofEngineer-in-charge. |
| 29 | Construction of granular Sub-base by providing Coarse graded Granular sub-baseGrading-IV material as per table 400-1 ,spreading in unifrom 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 as per approved drawing andtechnical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 30 | Providing wet mix macadum using crushed stone aggregates as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 31 | Providing and applying primer coat with Medium setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respectas per Section900,Clause501.5.2&502ofMoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 32 | Providing and applying tack coat with Medium setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion @ 0.20 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section900,Clause501.5.2&503ofMoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 33 | Providing and laying bituminous macadam 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 ahydrostatic paver finisher with sensor control to the required grade, level andalignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 504 of MoSRT&H Specifications for Road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 34 | Providing and laying semi dense bituminous concrete grading-II with minimum capacity of 60-90 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 5per centof 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 approved drawing and technical specification complete in all respect as per Section 900 andclause 508 of MoRT&HSpecifications for Road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 35 | Providing and laying sub-base (With Moorum) in shoulders in layers not exceeding 225mm watering and compaction to the required density in O.M.C. with vibratory roller including cost and conveyance, royality and taxes of sub-base materials etc. complete as per direction of the Engineer-in-charge. |
| 36 | Construction of embankment with approvedmaterials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specifications for Road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 37 | Fine dressing and providing, laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods with all lifts and leads upto 5 Km.and watering complete in all respect as per approved drawing and technical specificationsasperSection900andClause307of MoRT&HSpecificationsforRoad&Bridgeworks(Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 38 | Sand filling infoundation of structure as per approved Drawing & Technical Specifications and as per Section - 900, 2100 ofMORT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 39 | Providing, laying and fixing in position reinforced cement concrete 1000mm dia NP4 hume pipesfor culverts on first class bedding of granular materialsincluding pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respectas per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 40 | Providing and placing in position empty cement bags fillup with sand including swing and cost conveyance, royality etc complete and as per direction of Engineer-in-Charge. |
| 41 | Approved for 35 ( Thirty Five Items) only |
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