Department Of Roads And Public Works has published Improvement Of Salimi To Kotapadar ( Colony Chowk To Tulasi ) Road From Chainage 0/000 To 15/100 Km In The District Of Malkangiri Under Rcplwe Scheme Phase-Ii. Submission Date for this Tender is 10-06-2020. Road Repair Tenders in In Malkangiri Dist Odisha. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 07-Apr-2020 | 1st Corrigendum | Date | 22-04-2020 |
| 2 | 16-Apr-2020 | 2nd Corrigendum | Date | 11-05-2020 |
| 3 | 09-May-2020 | 3rd Corrigendum | Date | 30-05-2020 |
| 4 | 30-May-2020 | 4th Corrigendum | Date | 10-06-2020 |
| Name of Work: Package No.OR20RCPL20-Improvement of Salimi to Kotapadar (Colony chowk to Tulasi) Road from chainage 0/000 to 15/100 km in the district of Malkangiri under RCPLWE scheme Phase-II | |||||
|---|---|---|---|---|---|
| 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 | 196300 | 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 | 22022.2 | Cum | |
| 3 | 3 | 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. | 6132.26 | Cum | |
| 4 | 4 | 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. | 14308.6 | Cum | |
| 5 | 5 | 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. | 32364.2 | Cum | |
| 6 | 6 | 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 | 29445 | Cum | |
| 7 | 7 | Construction of granular sub-baseIV by providing coarse graded 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. | 9356.72 | Cum | |
| 8 | 8 | 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. | 10396.4 | Cum | |
| 9 | 9 | Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge. | 3658.31 | Cum | |
| 10 | 10 | Providing CC 1:3:6 for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 | 795.81 | Cum | |
| 11 | 11 | Plain cement concrete 1:2:4 nominal mix in foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per specifcation and direction of the Engineer-in-charge | |||
| 12 | 11.01 | Abutment | 2575.12 | Cum | |
| 13 | 11.02 | Toe wall | 550 | Cum | |
| 14 | 12 | Reinforcement cement concrete M-25 nominal mix 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 section specifcation and direction of the Engineer-in-charge | 207.68 | Cum | |
| 15 | 13 | 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 | 293 | Qntl. | |
| 16 | 14 | 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 | 918 | nos | |
| 17 | 15 | 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 | 611.22 | Cum | |
| 18 | 16 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications | 75 | Rm | |
| 19 | 17 | Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonry work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge | 225 | MTR | |
| 20 | 18 | 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. | 2 | nos | |
| 21 | 19 | 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. | |||
| 22 | 19.01 | 5km stone | 3 | no | |
| 23 | 19.02 | 1 km stone | 15 | no | |
| 24 | 19.03 | 200 mtr stone | 60 | no | |
| 25 | 20 | 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 | 695 | no | |
| 26 | 21 | 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 | |
| 27 | 22 | 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 | |||
| 28 | 22.01 | i) 900mm equilateral triangle ( turn & reduced carriage way ) | 40 | nos | |
| 29 | 22.02 | 600 mm x 450 mm rectangular | 8 | nos | |
| 30 | 23 | Providing and fixing of typical PMGSY logo 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 grade blocks of 450mmx450mm x600mm ,600mm beloe ground level. the topmost diamond plate wiil be welded the middle plate by enameled on both sides Lettering and printing arrows, boarder etc | 1 | nos | |
| 31 | 24 | 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 | |
| 32 | 25 | 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 | |
| 33 | 25.01 | MAINTENANCE | |||
| 34 | 26 | Routine Maintenance after completion of construction works for 1 st year | 15.1 | km | |
| 35 | 27 | Routine Maintenance after completion of construction works for 2 nd year | 15.1 | km | |
| 36 | 28 | Routine Maintenance after completion of construction works for 3 rd year | 15.1 | km | |
| 37 | 29 | Routine Maintenance after completion of construction works for 4 th year | 15.1 | km | |
| 38 | 30 | Routine Maintenance after completion of construction works for 5 th year | 15.1 | km |
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