Department Of Roads And Public Works has published Package No.Or20-Rcpl-22 / Improvement To Kodigandhi To Jantri Via Naribedha From Ch.0 / 0 Km To 14 / 025 Km. Under Rcplwea ( Phase-Iii ) Scheme Package No.Or20-Rcpl-22 / Improvement To Kodigandhi To Jantri Via Naribedha From Ch.0 / 0 Km To 14 / 025 Km. . Submission Date for this Tender is 10-05-2022. Road Work Tenders in malkangiri Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification for Rural roads Clause 201 by manual means as per the direction of the Engineer in charge. |
| 2 | Excavation of roadway soil with hydraulic excavator if 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requiremetns of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m. and lead upto 1000m. as per Technical Specification Clause 302.3 of MORD and as per the direction of the Engineer-in-charge. |
| 3 | Earth work in stoney earthwith initial liand graveis mixed with stone and boulder not exceeding 0.014cum volume wthin 50m initial leadand 1.5m initial lift |
| 4 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered. |
| 5 | Excavation for roadway in hard rock (blasting prohibited)with rock breakers including breaking rock, loading in tippers and disposal within 1.5m lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 6 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301 of MoRD and as per the direction of the Engineer-in-charge. |
| 7 | Loosening the ground upto a level of 300mm below the sub-grade level, watered, graded, compacted in layers to meet requirement of Table 300.1 and 300.2 for sub-grade construction as per Technical Specification Clause 303.5.2 of MoRD and as per the direction of the Engineer-in-charge. |
| 8 | Construction of Granular Sub-Base by providing Grading-IV material, 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, complete as per clause 401 |
| 9 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in machanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight / Compactor to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.00 & 400.12 and Technical Specification Clause 406 and as per direction of Engineer-in-charge. |
| 10 | Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface and as per the direction of the Engineer-in-charge. |
| 11 | Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD and as per the direction of the Engineer-in-charge |
| 12 | Providing & laying Bituminous Concretewith 100-120 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 5% of mix and filler. |
| 13 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 14 | Construction of 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 Technival Specification Clause 800,1400 & 1704.1 of MoRD and as per direction of the Engineer-in-charge. |
| 15 | 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 1701.3.9 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 and as per the direction of the Engineer-in-charge. |
| 16 | 90cm equilateral triangle |
| 17 | 60cm circular |
| 18 | 45 X 60cm rectangular |
| 19 | Providing and fixing reinforced cement concrete M 15 grade kilometre 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 and as per the direction of the Engineer-in-charge. |
| 20 | 5th kilometer stone |
| 21 | Ordinary kilometer stone |
| 22 | 200 mm stone |
| 23 | 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 Clause 1701 and Annexure 1700.1 of MoRD and as per direction of the Engineer-in-charge. |
| 24 | Providing and fixing ofPMGSYlogo asper mord specification and drawing . Three Ms plateof 1.6 mm thick top and middle plate duty welded with ms angle iron frame of the lawer most plate duly welded to 2 nos . 75 mm x75mm of 12 SWGtubes posts duly embedded in cement concrete m-15 gradeboarder etc |
| 25 | 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 Clause1701 and Annexture 1700.1. |
| 26 | 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. |
| 27 | Providing and fixing of RCPLWEinformatory 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 |
| 28 | Filling in Foundation Trenches with sand as per drawing and technical specification Clause 305.3.9 & 1108 of MoRD and as per the direction of the Engineer-in-charge. |
| 29 | Providing PCC M-15 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MoRD and as per the direction of the Engineer-in-charge. |
| 30 | Providing RCC M-20 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MoRD and as per the direction of the Engineer-in-charge. |
| 31 | Laying 1000mm dia R.C.C pipe NP3 /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 |
| 32 | Providing PCC 1:3:6 for in open foundations mix with crushed stone aggregate 40 mm nominal size complete as per drawings and technical specification clause 802,803,1202,1203 of MoRD and as per the direction of the Engineer-in-charge. |
| 33 | Providing RCC M-25 in Superstructure with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per sectionspecifcation and direction of the Engineer-in-charge |
| 34 | Supplying, fitting and placing HYSD bar reinforcement (Fe415) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge. |
| 35 | 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 MORDtechnical specification Clauses 614, 709, 1204and as per direction of the Engineer in charge |
| 36 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 specificationClause 1204.3.8 and as per direction of the Engineer in charge |
| 37 | MAINTENANCE |
| 38 | Routine Maintenance after completion of construction works for 1st year |
| 39 | Routine Maintenance after completion of construction works for 2nd year |
| 40 | Routine Maintenance after completion of construction works for 3rd year |
| 41 | Routine Maintenance after completion of construction works for 4th year |
| 42 | Routine Maintenance after completion of construction works for 5th year |
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