Department Of Roads And Public Works has published Improvement To Narigaon-Gillaguntha-Betabadi Road From Ch . 0/000 To 5/087 Km In The District Of Koraput Under Rcplwe Phase-Ii Scheme. Submission Date for this Tender is 25-02-2020. Road Work Tenders in In Koraput Dist Odisha. Bidders can get complete Tender details and download the document.
| Name of Work: Package No.OR19RCPL-13-Improvement to Narigaon-Gillaguntha-Betabadi Road from Ch.0/000 to 5/087 km in the district of Koraput under RCPLWE Phase-II Scheme. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing grass and removal of rubbish on both side of the road to facilitate widening of berms ,disposal of the stuff including all labour, T&P articles required for the work etc. complete as per cluse 201 of MORD by manual means etc. complete as per direction of the Engineer-in-charge | 66131 | Sqm | |
| 2 | 2 | Construction of embankment with approved material obtained from borrow pits transporting to site by manual means with initial leads & lifts, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification | 8584.71 | Cum | |
| 3 | 3 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer-in-charge | 2014.56 | Cum | |
| 4 | 4 | Excavation in Hilly Area in Ordinary Rock not requiring Blastig by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated Earth with a lift upto 1.5m and a lead upto 20m as per Techical Specification Clause 1603.2. | 4029.13 | Cum | |
| 5 | 5 | Excavation in Soil in Hilly Area by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated Earth with a lift upto 1.5m and a lead upto 20m as per Techical Specification Clause 1603.1. | 14101.9 | Cum | |
| 6 | 6 | Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge. | 20134.3 | Cum | |
| 7 | 7 | Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embanckment counstruction as per technical Specification Clause 301.4.1 | 9919.65 | Cum | |
| 8 | 8 | Stabilized Sub- Base: Providing, Laying, Spreading and Compacting 70% borrow area moorum/ granular soil of CBR >5% mixed with 30% GSB Grade-II as per mix design. \nApplication: To be done a layer of 100 mm with the mentioned appplication procedure\n(1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates as per mix design with rotavator. \n(2) Spread percentage of Cement (minium 3%) as per mix design by weight of soil aggregate mix and mix with tractor operated rotavator. \n(3) Prepare and apply 1.0 kg /cum organosilane Nanotechnology and 1.0 kg/cum acrylic copolymer mixed in OMC water (<1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator. \n(4).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density and thickness.\nRates include all material, labour, hire charges of machinery etc. as per State SOR \nIRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225) | 2101.44 | Cum | |
| 9 | 9 | Stabilized Base: Providing, Laying, Spreading and Compacting 70% borrow area moorum/ granular soil of CBR >5% mixed with 30% GSB Grade-II as per mix design. \nApplication: To be done in Single layer of 100 mm with the mentioned appplication procedure\n(1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates as per mix design with rotavator. \n(2) Spread percentage of Cement(minimum 5% ) as per mix design by weight of soil aggregate mix and mix with tractor operated rotavator. \n(3) Prepare and apply 1.0 kg /cum organosilane Nanotechnology and 1.0 kg/cum acrylic copolymer mixed in OMC water (<1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator. \n(4).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density and thickness.\n Waterproof the top of the compacted stabilized base (2nd layer only) with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (<1000 ppm TDS) @ 3ltrs/sqm in two spray applications (1.5 ltrs. + 1.5 ltrs.).\nRates include all material, labour, hire charges of machinery etc. as per State SOR. \nIRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225) | 1945.78 | Cum | |
| 10 | 10 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision) | 1945.78 | Cum | |
| 11 | 11 | Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. | 19457.8 | Sqm | |
| 12 | 12 | Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. | 19457.8 | Sqm | |
| 13 | 13 | Providing and laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 grade of Bitumen, transported to site, laid over a previously prepared surface with a hydroustatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H Specifications for Road and Bridge work | 972.89 | Cum | |
| 14 | 14 | Providing and laying semi dense bituminous concrete with cold mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the cold 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 508 of MoSRT&H Specifications for Road & Bridge works . | 486.45 | Cum | |
| 15 | 15 | Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material.as per direction of the Engineer-in-Charge | 933.25 | Cum | |
| 16 | 16 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge. | 468.83 | Cum | |
| 17 | 17 | Plain cement concrete 1:2:4 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in substructure and compacted by vibration including curing for 14 days | 494.97 | Cum | |
| 18 | 18 | Providing concrete for plain concrete of 1:2.5:5 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 | 105 | Cum | |
| 19 | 19 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | 8.41 | Cum | |
| 20 | 20 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge | 68.81 | Qntl. | |
| 21 | 21 | 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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge | 69 | nos | |
| 22 | 22 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge | 34.65 | Cum | |
| 23 | 23 | Rough stone dry packing in approns and revetments BY USING HARD STONE with cost of all materials, labour, T&P etc. complete. | 38.83 | Cum | |
| 24 | 24 | Providing and laying reinforced cement concrete pipe NP4 of 1000mm dia. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete | |||
| 25 | 24.01 | 1000 mm dia S/R HPC | 52.5 | no | |
| 26 | 24.02 | 1000 mm dia D/R HPC | 15 | no | |
| 27 | 25 | Laying R.C.C pipe NP4 /Prestressed Concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with Cement mortar(1:2) but excluding excavation, protection work back filling concrete and masonry works in he | 37.5 | MTR | |
| 28 | 26 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and MORD specification Clause 300,800 & 1700 and Annexure 1700.1 of MORD and as per direction of the Engineer-in-charge. | 1 | no | |
| 29 | 27 | Reinforced cement concrete M15 grade Kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD as per direction of Engineer-in-charge. | |||
| 30 | 27.01 | 5km stone | 1 | no | |
| 31 | 27.02 | 1 km stone | 5 | no | |
| 32 | 27.03 | 200 mtr stone | 21 | no | |
| 33 | 28 | Construction fo RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause.and as per the direction of the Engineer-in-charge | 225 | no | |
| 34 | 29 | Providing and fixing of typical PMGSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1. and as per the direction of the Engineer-in-charge | 1 | nos | |
| 35 | 30 | Providing and fixing of typical PMGSY Maintenance information board as per MORD specifications and drawing. Three MS Plates of 50x5mm mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The upper & lower plate will be welded with MS flat iron frame of 50mmx5mm. The steel tubes duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level.All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexture 1700.1. | 1 | nos | |
| 36 | 31 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1700 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1700,300 & 800 of MORD etc. complete as per direction of the Engineer-in-Charge | 1 | nos | |
| 37 | 32 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1700 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1700,300 & 800 of MORD etc. complete as per direction of the Engineer-in-Charge | 8 | nos | |
| 38 | 32.01 | i) 900mm equilateral triangle ( turn & reduced carriage way ) | 25 | nos | |
| 39 | 32.02 | ii) 600mm equilateral triangle ( turn & reduced carriage way ) | 15 | nos | |
| 40 | 32.03 | 600 mm x 450 mm rectangular | 35 | nos | |
| 41 | 33 | Providing and fixing of RCPLWE informatory sign board of size 5mx2m with retro reflective letters as per MORD specifications and drawing. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and as per direction of Engineer-in charge | 2 | nos | |
| 42 | 33.01 | MAINTENANCE | |||
| 43 | 34 | Routine Maintenance after completion of construction works for 1 st year | 5.087 | km | |
| 44 | 35 | Routine Maintenance after completion of construction works for 2 nd year | 5.087 | km | |
| 45 | 36 | Routine Maintenance after completion of construction works for 3 rd year | 5.087 | km | |
| 46 | 37 | Routine Maintenance after completion of construction works for 4 th year | 5.087 | km | |
| 47 | 38 | Routine Maintenance after completion of construction works for 5 th year | 5.087 | km |
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