Road And Building Department-RBD has published Improvement To Totaguda Jn To Ladiguda Jn Road Odr From 12/000 Km To 20/000 Km In The District Of Rayagada Under State Plan . Road Work. Submission Date for this Tender is 18-04-2020. Road Work Tenders in Rayagada Odisha. Bidders can get complete Tender details and download the document.
| Name of Work: "Improvement to Totaguda Jn to Ladiguda Jn road (ODR) from 12/000 km to 20/000 km in the district of Rayagada under State Plan." | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting rank vegetation, grass,bushes, shrubs, saplings and tree girth upto 300 mm, removal of stumpsoftrees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 meters including removal and disposal of top organic Soil notexceeding 150mm in thickness as per clause 201 of MORT&H Spesifications for Road & Bridge works (4th Revision) | 38475.4 | One Sqm | |
| 2 | 2 | Scarifying of B.T road surface to a depth of 50 mm and disposal of scarified material and stacking them away from work site within initial leads upto 1000mtr. and all lifts including stacking the useful materials and leveling the disturbed existing metal surface with picked out metals including cost of all labour, T&P ,all machineries etc. complete as per direction of the Engineer-in-charge. | 38090.7 | One Sqm | |
| 3 | 3 | Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per clause 501.8.3.2 of MoRT&H Specifications including stacking the useful materials and leveling the disturbed existing metal surface with picked out metals including cost of all labour, T&P ,all machineries etc. complete as per direction of the Engineer-in-charge. | 42322.9 | One Sqm | |
| 4 | 4 | Dismantling Precasted/Reinforcement cement concrete of Grade M-20 and above of existing structures including T & P and scaffolding where ever necessary, sorting the dismantled material, disposal of unserviceable material and stocking the serviceable material with all lifts and lead of 1000 mtr etc completee as per clause No. 202 of of MORTH specification for road & bridge works and as per direction of Engineer-In-Charge | 5.4 | One Cum | |
| 5 | 5 | Dismantalling Brick/stone mesonary in cement mortar including T & P and scaffolding where ever necessary, sorting the dismantled material, disposal of unserviceable material and stocking the serviceable material with all lifts and leads etc complete and as per Direction of Engineer-In-Charge. | 216.27 | One Cum | |
| 6 | 6 | Removing of Hume Pipes of 600mm dia and stacking with in a lead of 1000m including earthwork and dismantling of masonary works including T & P sorting the dismantled materials, disposal of unserviceable materials as per clause 202 of MORTH specification for road & bridge works and as per direction of Engineer-In-Charge\n | 82.5 | One Mtr | |
| 7 | 7 | Removing of Hume Pipes of 600mm and above up to 900mm dia. and stacking with in a lead of 1000m including earthwork and dismantling of masonary works including T & P sorting the dismantled materials, disposal of unserviceable materials as per clause 202 of MORTH specification for road & bridge works and as per direction of Engineer-In-Charge\n | 22.5 | One Mtr | |
| 8 | 8 | Earth work in excavation for road work in all kinds of soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and disposal of soil using tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with in all lifts and leads upto 1000m for reuse as per clause No.-301 of MoRT&H including cost, conveyance, of all materials with all labour and T&P required for the work etc. complete as per standard specification and direction of Engineer-in-charge. | 12750.5 | One Cum | |
| 9 | 9 | Loosening, leveling and compacting of the original ground, supporting embankment to facilitate placement of first layer of embankment, scarified up to a depth of 150 mm below the sub-grade level,Watered, graded and compacted in layers using PRR to meet requirement of table 300-2 for sub -grade construction as per clause 305.3.4 of MORT&H Spesification for Road & Bridge works (Latest revision) Including Hire and Running charges of all machinaries etc including cost & conveyance and taxes of all materials with all labour with T&P required for the work etc. complete as per drawing and Technical specification and as directed by the Engineer-in-Charge. | 4732.47 | One Cum | |
| 10 | 10 | Construction of embankment with materials deposited at site from road way cutting or from excavated earth and compacted to meet requirement of table 300.2 & Clause 305 of MORT&H specifications including cost, conveyance, spreading, watering, grading & compacting using Vibratory Road Roller, including cost of all materials, labour, T&P, taxes etc complete in all respect and as per direction of the Engineer-in-charge. | 12750.5 | One Cum | |
| 11 | 11 | Earth work in embankment with approved materials obtained from borrow pits with carriage way by mechanical means with all leads and lifts and transporting to site with a lead of 5 km spreading, grading to required slope etc including cost & conveyance , royalties of earth and taxes of all materials with all labour with T&P required for the work etc. complete as per drawing and Technical specification, clause no. 305 of MORT&H and as directed by the Engineer-in-Charge. | 35484.1 | One Cum | |
| 12 | 12 | Providing compacted granular materials in shoulder/divertion road by using moorum having required PI value with sand admixture if required, 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, as per approved drawing and technical specifications and as per Clause 407 of MORT&H specifications for Road and Bridge works including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T & P etc complete. | 1154.26 | One Cum | |
| 13 | 13 | Construction of Granular sub-base by providing Coarse graded Granular sub-base Grading IV materials as per table 400.2, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix-in-place method with rotovator at OMC, and compacting with VRR to achieve the desired density complete as per clause 401 of MoRTH specification for Road and Bridge works (Latest revision) including cost, conveyance royalty and taxes of all material and labour with T&P required for the work etc. complete in all respect as per drawing and Tecnical Specification and as directed by the Engineer-in- Charge (measurement to be taken on finished compacted thickness under OMC compaction). | 2077.67 | One Cum | |
| 14 | 14 | Construction of Granular sub-base by providing Close graded Granular sub-base Grading VI materials as per table 400.2, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix-in-place method with rotovator at OMC, and compacting with VRR to achieve the desired density complete as per clause 401 of MoRTH specification for Road and Bridge works (Latest revision) including cost, conveyance royalty and taxes of all material and labour with T&P required for the work etc. complete in all respect as per drawing and Tecnical Specification and as directed by the Engineer-in- Charge (measurement to be taken on finished compacted thickness under OMC compaction). | 6204.16 | One Cum | |
| 15 | 15 | Providing,laying Wet Mix Macadam in compacted layers using hard granite crushed aggregate and crushed stone screened dust as per Clause No. 406 and Material as per table 400-11 , Section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (latest Revision)mixing using in a WET MIX PLANT AND laying using PAVER FINISHER ONLY and compacting using VIBRATOR ROLLER &including cost of all materials, labour, T&P, taxes, royalty cost of all machineries etc complete in all respect and as per direction of the Engineer-in-charge. | 11538 | One Cum | |
| 16 | 16 | Providing and Applying Primer coat with bitumen emulsion @ 0.6 kg of bitumen per sqm. on the prepared bituminous/ granular surface including scraping and cleaning the road surface as per clause 502 of MoRT&H specification for Road & Bridge works, including hire and running charges of all machineries, including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge. | 54942.9 | One Sqm | |
| 17 | 17 | Providing and Applying Tack coat with bitumen emulsion @ 0.20 kg of bitumen per sqm. on the prepared bituminous/ granular surface including scraping and cleaning the road surface as per clause 503 of MoRT&H specification for Road & Bridge works , including hire and running charges of all machineries, including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge. | 54942.9 | One Sqm | |
| 18 | 18 | Providing & laying 50mm thick Bituminous Macadam (Grading-II) using 60/70 grade Bitumen with Hot mix Plant using Crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of mix and filler, transporting the hot mix to works site, laying with hydrostatic Paver Finisher with sensor control to the required grade, level and aligment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compacting as per clause no. 501.6 & 501.7 of MoRTH & including cost of all materials, all labour with T&P, Taxes, royality etc complete in all respect and as per direction of the Engineer-in-Charge. | 2747.14 | One Cum | |
| 19 | 19 | Providing and laying 25 mm thick compacted Semi Dense Bituminous Concrete (Grading-II) using 60/70 penetration grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5 % of weight of mix and filler in a Hot Mix Plant, transporting the hot mix to work site, laying with a 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 including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect as per clause No 508 MORT&H and as per direction of the Engineer-in-charge. | 1373.57 | One Cum | |
| 20 | 20 | Providing and fixing RCC M-15 in 5th km stone along with reinforcement complete as per drawing, as per IRC-25/967 and IRC-8-1980 fixed in position including finishing and lettering, painting and technical specification as per clsuse no. 804 & 806 and section 1000,1500,1600,1700,2300 of specification for road & bridge works and including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 3 | Each | |
| 21 | 21 | Providing and fixing RCC M-15 in ordinary Km stone etc along with reinforcement complete as per drawing, as per IRC-25/967 and IRC-8-1980 fixed in position including finishing and lettering, painting and technical specification as per clsuse no. 804 & 806 and section 1000,1500,1600,1700,2300 of specification for road & bridge works and including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 6 | Each | |
| 22 | 22 | Providing and fixing RCC M-15 in hectometer stone, along with reinforcement complete as per drawing, as per IRC-25/967 and IRC-8-1980 fixed in position including finishing and lettering, painting and technical specification as per clsuse no. 804 & 806 and section 1000,1500,1600,1700,2300 of specification for road & bridge works and including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 32 | Each | |
| 23 | 23 | Supplying & fixing 15cm dia 1.00 mt long Guard Posts of RCC of Grade M-15 using 3.5 kg of steel for each Guard Posts with 12mm size black hard granite stone chips crusher broken as per relevant clauses of MoRTH including, cost, conveyance, royalties and taxes of all materials and labour with T&P required for the work etc. complete in all respects as per Technical specification and direction of Engineer-in-Charge. | 160 | Each | |
| 24 | 24 | Providing and applying of hot applied thermo plastic 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 as per Technical Specification and as per Clause 803.4 of MORT&H Specifications for Road and Bridge works including cost, conveyance, spreading, grading & compacting, using Vibratory Road Roller, including cost of all materials, labour, T&P, taxes etc complete. | 2800 | One Sqm | |
| 25 | 25 | Providing and fixing of retro-reflectorised cautionary, mendatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause No. 801.3 of specification for road and bridge works of Ministry of Road transport & Highways, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75x75x6 mm, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60 cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.\n90 cm Equilateral Triangle | 24 | Each | |
| 26 | 26 | 60 cm Equilateral Triangle | 24 | Each | |
| 27 | 27 | 60 cm Circular Size | 24 | Each | |
| 28 | 28 | Providing and fixing of direction and place identification signs up to 0.9 sqm size board retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause No. 801.3 of specification for road and bridge works of Ministry of Road transport & Highways, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75x75x6 mm, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60 cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 1.7 | One Sqm | |
| 29 | 29 | Providing and fixing of direction and place identification signs more than 0.9 sqm size board retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause No. 801.3 of specification for road and bridge works of Ministry of Road transport & Highways, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75x75x6 mm, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60 cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 2.4 | One Sqm | |
| 30 | 30 | Providing & Erecting a 'W' metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/groung level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2 m centre to centre, 1.8m high, 1.1m below ground level/ road level, all steel parts and fitments to be galvanised by Hot dip process, all fittings to confirm IS:1367 and IS:1364, metal beam rain to be fixed on the vertical posts with a spacer of channel section 150x75x5mm, 330 mm long complete as per clause no. 810 of MoRTH specification for road & bridge works etc complete in all respect and as per direction of EIC. | 160 | Mtr | |
| 31 | 31 | Supplying fitting and placing uncoated HYSD Steel reinforcement works using HYSD (FE-415) steel of ISI make as per section 1600 & section 1900 of MORT&H specification for Road and Bridge works (latest revision) including cost, conveyance and taxes of all materials, binding wires 18 to 20 gauge and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. (weight of reinforcement shall be calculated on the basis of IS 1732. wastage, overlaps, couplings, welded joints, space bars, chairs, stays, hangers and annealed steel wires or other method of binding & placing shall not be considered for payment)\n | 50.59 | One Metric Tonne | |
| 32 | 32 | Providing, supplying and filling clean dry sand of approved quality in foundation trenches of structures as per approved drawing and technical specification as per section 900 & 2100 of MORTH specifications for road & bridge works and as per direction of Engineer-In-Charge. | 7774.64 | One Cum | |
| 33 | 33 | RR Stone masonary with sand grouted using Hard Granite Stones as per approved quality and as per drawing and technical specification & including cost of all materials, Conveyance, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 19.98 | One Cum | |
| 34 | 34 | Providing and laying Plain cement concrete of grade M-15 in foundation bed as Levelling Course (Base) bed with frame work using 40mm to 10mm down graded crusher broken aggregates of approved quality & from approved quarry including hoisting, lowering & laying concrete & compacting, watering & curing, centring, shuttering & finishing the exposed surface smooth providing grooves or beads where necessary complete as per relevant clauses of Section 1500,1700 & 2100 of MoRTH Specifications for Road and Bridge works (Latest Revision) and as per drawing and technical specification & including cost of all materials, Conveyance, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. \n | 575.14 | One Cum | |
| 35 | 35 | Providing and laying Plain cement concrete of grade M-15 in foundation bed with form work using 40mm to 10mm down graded crusher broken aggregates of approved quality & from approved quarry including hoisting, lowering & laying concrete & compacting, watering & curing, centring, shuttering & finishing the exposed surface smooth providing grooves or beads where necessary complete as per relevant clauses of Section 1500,1700 & 2100 of MoRTH Specifications for Road and Bridge works (Latest Revision) and as per drawing and technical specification & including cost of all materials, Conveyance, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. \n | 1871.33 | One Cum | |
| 36 | 36 | RCC M-20 grade in Foundation of retaining wall and RCC drain with form work using 20mm to 10mm down graded hard black granite Crusher broken aggregates as per relevant clauses of Section 2100 & section 1700 & section 1500 of MoRTH Specifications for Road & Bridge works (Latest Revision) including cost, conveyance, royalty and taxes of all materials and labour with all form works T&P required for the work etc. complete as per drawing and Technical Specification and as directed by the Engineer-in- Charge. | 121.2 | One Cum | |
| 37 | 37 | RCC M-20 grade in Sub Structure of retaining wall with form work using 20mm to 10mm down graded hard black granite Crusher broken aggregates as per relevant clauses of Section 2100 & section 1700 & section 1500 of MoRTH Specifications for Road & Bridge works (Latest Revision) including cost, conveyance, royalty and taxes of all materials and labour with all form works T&P required for the work etc. complete as per drawing and Technical Specification and as directed by the Engineer-in- Charge. | 108 | One Cum | |
| 38 | 38 | RCC M-20 grade in Drain slab with form work using 20mm to 10mm down graded hard black granite Crusher broken aggregates as per relevant clauses of Section 2100 & section 1700 & section 1500 of MoRTH Specifications for Road & Bridge works (Latest Revision) including cost, conveyance, royalty and taxes of all materials and labour with all form works T&P required for the work etc. complete as per drawing and Technical Specification and as directed by the Engineer-in- Charge. | 54 | One Cum | |
| 39 | 39 | Providing weep holes in plain / reinforced concrete abutment, wing walls, toe walls and return walls with 100mm dia AC pipes, extending through the full width of the structure with slope of 1V:20H complete as per approved drawing and technical specification as per clause no 2706 of MORT&H specification for Road and Bridge works including cost, conveyance, and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. | 889.48 | Mtr | |
| 40 | 40 | Providing metal spall backing in rear side of wall steining or weep holes of abutments and for deep drains as per approved design and specification, including removal of clogged materials and cost conveyance, taxes, royalities of all materials with cost of all labour, T&P and machineries required for the work complete in all respects as directed by the Engineer-in-charge. | 133.07 | One Cum | |
| 41 | 41 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification including cost, cnveyance and with all leads and lifts, royalities and taxes of all materials and labour, T&P etc. complete n all respect as per specification and direction of the Engineer-in-charge | 464.8 | One Cum | |
| 42 | 42 | Dry stone masonary or rough stone dry masonary for guard walls and retaining walls with hard granite stones of above 0.003 cum size of approved quality including cost, convayance of all materials, machineries and labour etc complete as per drawing, design and technical specification and as per direction of EIC. | 36.36 | One Cum | |
| 43 | 43 | Gravel backing to revetments as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works including cost, conveyance, royalty and taxes of all materials and labour with T&P required for the work etc. complete. | 54.58 | One Cum | |
| 44 | 44 | Rough stone dry packing in aprons and revetments with Departmental stones 30cm and avove size of approved quality and from approved quarry including all cost, cnveyance, royalities and taxes etc complete and as per the direction of the Engineer-in-charge | 188.01 | One Cum | |
| 45 | 45 | Grouting aprons and revetments 23cm, deep with Cement Concrete of proportion (1:4:8) in foundation and floors using 25mm size hard black crusher broken granite stone metal of approved quality from approved quarry, free from skin, including hosting, lowering and laying compacting concrete to required level ramming watering curing etc. including cost, conveyance, royalty and taxes of all materials with all labour with T&P required for the work etc. complete including dewatering if required as per drawing and Technical specification and as directed by the Engineer-in-Charge. | 663.06 | One Sqm | |
| 46 | 46 | Turfing the slopes of embankment with compact turf grass as per approved drawing and technical specifications as per Clause 307 of MoSRT&H Specifications for Road & Bridge works & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 22560.3 | One Sqm | |
| 47 | 47 | Supplying, laying and Transportation to work site cement concrete pipe NP4 1000 mm dia prestressed concrete hume pipe for culverts from approved manufacturer for prepared base of Cement concrete including fixing collar with cement mortar (1:2) as per approved drawing and section 2900 of MORT&H specifications for Road & Bridge works (Latest Revision) including cost of all labour, conveyance, taxes, T&P, all machineries etc. complete as per direction of the Engineer-in-charge | 187.5 | One Mtr | |
| 48 | 48 | RCC M-20 grade in Foundation raft of RCC Box culvert with form work using 20mm to 10mm down graded hard black granite Crusher broken aggregates as per relevant clauses of Section 2100 & section 1700 & section 1500 of MoRTH Specifications for Road & Bridge works (Latest Revision) including cost, conveyance, royalty and taxes of all materials and labour with all form works T&P required for the work etc. complete as per drawing and Technical Specification and as directed by the Engineer-in- Charge. | 91.12 | One Cum | |
| 49 | 49 | RCC M-20 grade in Substructure of RCC Box culvert with form work using 20mm to 10mm down graded hard black granite Crusher broken aggregates as per relevant clauses of Section 2100 & section 1700 & section 1500 of MoRTH Specifications for Road & Bridge works (Latest Revision) including cost, conveyance, royalty and taxes of all materials and labour with all form works T&P required for the work etc. complete as per drawing and Technical Specification and as directed by the Engineer-in- Charge. | 140.98 | One Cum | |
| 50 | 50 | RCC M-20 grade in Superstructure of RCC Box culvert with form work using 20mm to 10mm down graded hard black granite Crusher broken aggregates as per relevant clauses of Section 2100 & section 1700 & section 1500 of MoRTH Specifications for Road works (Latest Revision) including cost, conveyance, royalty and taxes of all materials and labour with all form works T&P required for the work etc. complete as per drawing and Technical Specification and as directed by the Engineer-in- Charge. | 22.58 | One Cum | |
| 51 | 51 | RCC M-30 grade in Wearing Coat using 20mm to 10mm down graded hard black granite Crusher broken aggregates as per relevant clauses of Section 1700 & 2700 of MoRTH Specifications for Road & Bridge works (Latest Revision) & including cost, conveyance, royalty and taxes of all materials and labour with all form works T&P required for the work etc. complete as per drawing and Technical Specification and as directed by the Engineer-in- Charge. | 3.29 | One Cum | |
| 52 | 52 | Providing and applying painting two coats on concete surface with water based cement paint of approved shade to unplastered concrete surface after cleaning the surface of dirt, dust, oil, greese, efflorescence and applying paint @ 1 ltr. for 2 Sqm etc including cost, convayence, royality and taxes of all materials and labour, T&P required for the work etc. complete as per drawing and Technical Specification and as directed by the Engineer-in- Charge. | 13.72 | One Sqm |
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