Rural Development Department has published Rdkol-87 Proposed Improvement And Maintenance Of Road From Shippur To Raykarwadi Km . 0/000-1/200 In Taluka - Gadhinglaj , District - Kolhapur. Submission Date for this Tender is 02-05-2020. Road Work Tenders in Kolhapur Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work:Proposed Improvement & Maintenance of Road from Shippur to Raykarwadi Km. 0/000-1/200 in Taluka : Gadhinglaj, District : Kolhapur | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting Out Reference Bench mark one per kilometer, working benchmarks for per Kilometers and One near all drainage Structures and Bridges, Reference Pillars at 50m interval on both sides of formation widths Including marking of Centreline , Setting out Curves and RTecording of Levels etc. complete as directed by Engineer incharge | BI01010001010000000000000515BI0100001116 | 1.2 | Kilometer |
| 2 | 2 | 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 earlier and 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 Technical Specification Clause 201. | BI01010001010000000000000515BI0100001117 | 0.36 | Hectare |
| 3 | 3 | Construction of Embankment with Material Obtained 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 301.5and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001118 | 1411.86 | Cubic meter |
| 4 | 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 meter. transporting to site,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 A. With a lead upto 1000 meter and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001119 | 997.01 | Cubic meter. |
| 5 | 5 | Excavation for roadway in soil with hydraulic excavator of 0.9 cubic meter bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section, and transporting to the embankment location with a lift upto 1.5 meter and lead upto 1000 meter as per Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000meter.and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001120 | 1791.38 | Cubic meter |
| 6 | 6 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 | BI01010001010000000000000515BI0100001121 | 210.75 | Cubic meter |
| 7 | 7 | 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 | BI01010001010000000000000515BI0100001122 | 105.38 | Cubic meter |
| 8 | 8 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 meter as per Technical Specification Clause 303.1.and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001123 | 478.13 | Cubic meter |
| 9 | 9 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method i) For Grading I Materialand as directed by Engineer in charge. | BI01010001010000000000000515BI0100001124 | 392.82 | Cubic meter |
| 10 | 10 | Water Bound Macadam Sub-base/base ( using Stone Screening) (B) By Mechanical means- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. | BI01010001010000000000000515BI0100001125 | 311.17 | Cubic meter |
| 11 | 11 | Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 KiloNewton static roller to achieve the desired degree of compaction as per Technical Specification Clause 505. A) 50 milimeter thick Bitumen (S-65) 60/70- VG-30and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001126 | 3852 | Square meter |
| 12 | 12 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001127 | 3852 | Square meter |
| 13 | 13 | Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick KiloNewtone as composed of 13.2 milimeter to 5.6 milimeter aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kiloNewton static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508.and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001128 | 3852 | Square meter |
| 14 | 14 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001129 | 3852 | Square meter |
| 15 | 15 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Clause 1701.2.2and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle | BI01010001010000000000000515BI0100001130 | 8 | Number |
| 16 | 16 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Clause 1701.2.2and as directed by Engineer in charge.600 Milimeter circular | BI01010001010000000000000515BI0100001131 | 4 | Number |
| 17 | 17 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Clause 1701.2.2and as directed by Engineer in charge.800 x 600 Milimeter rectangular | BI01010001010000000000000515BI0100001132 | 4 | Number |
| 18 | 18 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and Technical Specification Clause 1701and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001133 | 4 | Number |
| 19 | 19 | Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | BI01010001010000000000000515BI0100001134 | 2 | Number |
| 20 | 20 | Reinforced cement concrete Mix15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001135 | 5 | Number |
| 21 | 21 | Reinforced cement concrete Mix15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001136 | 146 | Number |
| 22 | 22 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All Mild Steel 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 1700.1and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001137 | 2 | Number |
| 23 | 23 | Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centemeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thicKiloNewtoness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. PMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007)and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001138 | 2 | Number |
| 24 | 24 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 meter, dressing of sides and bottom and backfilling in trenches with excavated suitable material.and as directed by Engineer in charge. i) Ordinary Soil | BI01010001010000000000000515BI0100001139 | 342.031 | Cubic meter. |
| 25 | 25 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Excavation for Structures i) Ordinary Rock ( not requiring blasting ) | BI01010001010000000000000515BI0100001140 | 19.97 | Cubic meter. |
| 26 | 26 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Excavation for StructuresHard rock ,IV. (blasting prohibited) | BI01010001010000000000000515BI0100001141 | 19.97 | Cubic meter. |
| 27 | 27 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001142 | 74.5952 | Cubic meter. |
| 28 | 28 | Providing concrete for plain concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 | BI01010001010000000000000515BI0100001143 | 405.5 | Cubic meter. |
| 29 | 29 | Providing and laying reinforced cement concrete pipe Nonpressured3 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 and masonry works in head walls and parapets Clause 1106.and as directed by Engineer in charge. 1000 Milimeter NonPressure-3 Pipe | BI01010001010000000000000515BI0100001144 | 58.8 | Running meter |
| 30 | 30 | Providing and laying reinforced cement concrete pipe NonPressured-2 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 and masonry works in head walls and parapets Clause 1106.and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe | BI01010001010000000000000515BI0100001145 | 45 | Running meter |
| 31 | 31 | Providing and laying reinforced cement concrete pipe NP3 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 and masonry works in head walls and parapets Clause 1106. 1 Row x 600 mm Dia 600mm Dia Pipe | BI01010001010000000000000515BI0100001146 | 37.5 | Running meter |
| 32 | 32 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kilogram laid dry complete as per drawing and technical specifications Clause 1301and as directed by Engineer in charge. | BI01010001010000000000000515BI0100001147 | 24.19 | Cubic meter |
| 33 | 33 | Construction of toe walls for protection of slopes as per drawing and technical specifactions Clause 1302.5 | BI01010001010000000000000515BI0100001148 | 7.75 | Cubic meter |
| 34 | 34 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) Spec : MORTH-810 | BI01010001010000000000000515BI0100001149 | 200 | Running meter |
| 35 | 35 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. | BI01010001010000000000000515BI0100001150 | 410.777 | Square meter |
| 36 | 36 | Supplying and fixing of moulded shank raised pavement markers / Cat's Eye made of polycarbonate and Abstrone Butadyne Styrine moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kilogram tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of Ministry of Road Transport and Highways Circular number RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 milimetre, 100 milimetre and 102 +/- 2 milimetre and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of dia not less than 19 +/- 2 milimetre and height not less than 30+/- 2 milimetre) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | BI01010001010000000000000515BI0100001151 | 44 | Nos |
| 37 | 37 | Providing and Fixing Rubber moulded speed breakers at Junctions, acute curve for restricting vehicular speed of size 500x350x 50mm. | BI01010001010000000000000515BI0100001152 | 6 | Rmt |
| 38 | 38 | Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings | BI01010001010000000000000515BI0100001153 | 22 | Running meter |
| 39 | 39 | White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per technical specifications Clause 1915 | BI01010001010000000000000515BI0100001154 | 18.89 | Square meter |
| 40 | 40 | Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete | BI01010001010000000000000515BI0100001155 | 8 | Square meter |
| 41 | 41 | I) 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 technical specification Clauses 614, 709, 1204.3.7 | BI01010001010000000000000515BI0100001156 | 25 | Each |
| 42 | 42 | SUB TOTAL |
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