Road And Building Department-RBD has published Tender For Improvement Of Nh-42 To Ogipara Tainsi Jagannathpur Road (Odr) From 23/100 Km To 25/000 Km And 28/500 Km To 29/500 Km Under State Plan For The Year 2022-23. Submission Date for this Tender is 20-12-2022. Road Work Tenders in angul Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works Latest Revision & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 2 | Dismantling Rubble stone masonry in cement mortar including T&P and scaffolding wherever necessary,sorting the dismantled material, disposalof unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres etc complete in all respect and as per direction of the Engineer-in-charge. |
| 3 | Dismantling of PCC M-15 & M-20including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per clause no 202 MoRT&H specifications for Road and Bridge works (Latest Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 4 | Dismantling of Prestressed / Reinforced cement concrete grade M-20including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per clause no 202 MoRT&H specifications for Road and Bridge works (Latest Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 5 | Removing all type of Hume Pipes up to 600mm dia and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works as per clause 202 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 | Scarifing the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters as per approved drawing andtechnical specifications complete in all respect as per Section 900 and Clause501.8.3.2 of MoRT&H Specifications for Road and Bridge works (latest Revision) and including cost of all labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 7 | Reworking the scarified bituminous surface suitably after supplimenting the base materials with sand and compacting finished surface as per approved drawing andtechnical specifications complete in all respect as per Section 900 and clause 501.8.3.2 of MoRTH Specification 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, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 8 | Earthwork in excavation for road way in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect asperapproveddrawingandtechnical specificationsasperSection900andClause301of MoRT&HSpecificationsforRoad&Bridgeworks(Latest Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 9 | Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads complete in all respect asperapproveddrawingandtechnical specificationsasperSection900andClause301of MoRT&HSpecificationsforRoad&Bridgeworks(Latest Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 10 | 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. |
| 11 | Construction of embankment with material deposited at site from road way cutting& excavation from drain & foundation of other structures graded & complete to meet the requirement 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. |
| 12 | 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. |
| 13 | Construction of granular Sub-base by providing Coarse graded Granular sub-baseGrading-VI 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. |
| 14 | 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. |
| 15 | 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. |
| 16 | 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. |
| 17 | Providing and laying bituminous macadam Grading ll with hot mix plant minimum capacity of 60-90 TPH Producing an avarage out put 75tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen @3.3% of total mix, 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. |
| 18 | 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 @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. |
| 19 | Providing & fixing RCC M-15 grade Latest Km. stone, Ordinary Km. stone and Hectometre stone using 20mm down graded stone aggregates along with reinforcement for finished item of work as per drawing as per IRC -25 / 1967 & IRC-8-1980fixedinpositionincludingfinishingandlettering, painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000, 1500, 1600, 1700 of MoRT&H specification 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. |
| 20 | boundary piller |
| 21 | Hectometer Stone |
| 22 | Ordinary km stone |
| 23 | 5th KM Stone |
| 24 | 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. |
| 25 | 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. |
| 26 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc.for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 27 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) fixed over aluminium sheeting, 1.5mm thick with area exceeding 0.9 Sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing& including cost of all materials, labour, T&P, royalty etc completein all respect and as per direction of the Engineer-in-charge.900mm x 1200mm size board |
| 28 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing& including cost of all materials, labour, T&P,royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 29 | 80 x 60 cm rectangular |
| 30 | 60 x 45 cm rectangular |
| 31 | 90 cm Equilateral triangle |
| 32 | 60 cm Circular |
| 33 | 90 cm octagon |
| 34 | 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. |
| 35 | 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. |
| 36 | Providing and laying P.C.C M-15 gradein Levelling course for CD worksusing 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. |
| 37 | Providing and laying P.C.C M-15 gradein open foundations for CD worksusing 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. |
| 38 | Providing and laying P.C.C M-15 gradein Substructure for CD worksusing 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. |
| 39 | Providing ad laying RCC of M25 garde in foundation for CD work of controlled quality having minimum cube strength of 250 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 hoisting , 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 rigid centering, shutering but excluding cost of reinforcement 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 |
| 40 | For Foundation |
| 41 | For Sub-structure |
| 42 | For Super-structure |
| 43 | Supplying,straightening ,cutting,fitting and placing in positioncoiled or bend up M.S. rod / HYSD bars confirming to grade Fe-500, (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.as per Section - 1000 and 1600ofMoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost of all materials,labour, T&P,etc. complete and as per direction ofEngineer-in-charge. (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) |
| 44 | Providing and laying of filter mediausing 45mmsize hard granite crusher broken stoneaggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 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. |
| 45 | Providing Reinforced cement concrete M-20 grade crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions & as specified section 811,900,1000,1500,1600,1700 & 2300 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. |
| 46 | 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. |
| 47 | 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 Reusing stone obtained from dismantling of structure as per approved drawing and technical specificationscomplete in all respect asperSection900,1000and2500of 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. |
| 48 | Providing weep wholes in 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 section 2200 & 2706 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge |
| 49 | Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specificationscomplete in all respect as per Section 900,1500,1600 & 2702 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. |
| 50 | Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per Clause 2705 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. |
| 51 | Painting two coats with synthetic enamel paint over a coat of primer of approved quality at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in all respect as per Section 800 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. |
| 52 | Providing & fixing of Tar paper bearing including cost & conveyance of all materials, labour, T&P,etc complete and as per direction of Engineer-in-Charge. |
| 53 | Providing fitting and fixing 20mm thick compressible bituminous board in expansion joint complete as per drawing and technical specification and section 2605 of MORT&H specification for Road & Bridge work (latest revision)etc complete and as per direction of Engineer-in-Charge. |
| 54 | 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. |
| 55 | 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 and technical specificationscomplete in all respect asperSection900,1000and2500of 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. |
| 56 | Providing and laying P.C.C M-20 grade for CD worksusing 20mm 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. |
| 57 | Providing and laying of metal spall backing in the rear side of abutment and retaining wall/ wing wall of CD work usinghard granite stoneaggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 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. |
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