Maharashtra Rural Road Development Association-MRRDA has published ( Mh08- 41- Road ) Construction Of M . D . R . -14 ( Gudshela ) To State Border ( Jodhanghat ) Road In Block - Jiwati , Dist - Chandrapur Construction Of M . D . R . -14 ( Gudshela ) To State Border ( Jodhanghat ) Road In Block - Jiwati , Dist. Submission Date for this Tender is 07-08-2020. Road Work Tenders in Chandrapur District Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 29-Jul-2020 | Corrigendum No.2 | Date | 07-08-2020 |
| 2 | 30-Jul-2020 | Corrigendum No.1 | Other | 07-08-2020 |
| 3 | 31-Jul-2020 | Corrigendum No.3 | Other | 07-08-2020 |
| Name of Work: CONSTRUCTION OF MDR-14 ( Gudshela) TO State BORDER (Jodanghat) ROAD IN BLOCK Jiwati , DIST - CHANDRAPUR | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | L | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.1 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area | BI01010001010000000000000515BI0100001113 | 19100 | One Square Meter |
| 3 | 2 | Excavation for roadway in soil using mechanical means including cutting & pushing the earth to site of embankment up to a distance of 100 m including triming bottom & side slope in accordance with requirement of lines, grades & cross sections | BI01010001010000000000000515BI0100001114 | 22889.5 | One Cubic Meter |
| 4 | 3 | 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 301.5 | BI01010001010000000000000515BI0100001115 | 15270.6 | One Cubic Meter |
| 5 | 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m | BI01010001010000000000000515BI0100001116 | 178.61 | One Cubic Meter |
| 6 | 5 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, 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 embankment construction | BI01010001010000000000000515BI0100001117 | 2730 | One Cubic Meter |
| 7 | 6 | Construction of embankment with flyash conforming to Table 1 of IRC:SP:58 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200 mm thickness each at OMC, all as specified in IRC:SP:58 and as per approved plans with lead upto 1000 m as per Technical Specification Clause 306. | BI01010001010000000000000515BI0100001118 | 2977.52 | One Cubic Meter |
| 8 | 7 | 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 m as per Technical Specification | BI01010001010000000000000515BI0100001119 | 1252.92 | One Cubic Meter |
| 9 | 8 | Granular sub-base course with local materials (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method wit rotavator at once and compacting with smooth wheel roller to achieve the desired density complete | BI01010001010000000000000515BI0100001120 | 6.25 | One Cubic Meter |
| 10 | 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 OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | BI01010001010000000000000515BI0100001121 | 823.7 | One Cubic Meter |
| 11 | 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller 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 | BI01010001010000000000000515BI0100001122 | 451.66 | One Cubic Meter |
| 12 | 11 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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 3 as per Technical Specification Clause 405. | BI01010001010000000000000515BI0100001123 | 424.81 | One Cubic Meter |
| 13 | 12 | Construction of Hard Shoulders as per Technical Specification | BI01010001010000000000000515BI0100001124 | 667 | One Cubic Meter |
| 14 | 13 | 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 0.90 - 1.20 kg/sqm using mechanical means as per Technical Specification | BI01010001010000000000000515BI0100001125 | 5709.66 | One Square Meter |
| 15 | 14 | 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 bituminous surface cleaned with Hydraulic broom | BI01010001010000000000000515BI0100001126 | 5709.65 | One Square Meter |
| 16 | 15 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification | BI01010001010000000000000515BI0100001127 | 5709.66 | One Square Meter |
| 17 | 16 | Providing and laying Premix Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B , as per Technical Specification | BI01010001010000000000000515BI0100001128 | 5709.65 | One Square Meter |
| 18 | 17 | Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification | BI01010001010000000000000515BI0100001129 | 3 | One Number |
| 19 | 18 | Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification | BI01010001010000000000000515BI0100001130 | 9 | One Number |
| 20 | 19 | Reinforced cement concrete M-15 grade Boundary Pillar/ 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 | BI01010001010000000000000515BI0100001131 | 202 | One Number |
| 21 | 20 | Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702. | BI01010001010000000000000515BI0100001132 | 54 | One Square Meter |
| 22 | 21 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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 | BI01010001010000000000000515BI0100001133 | 2 | One Number |
| 23 | 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 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 [Village Name Board]\n900 mm equilatral and triangle | BI01010001010000000000000515BI0100001134 | 2 | One Number |
| 24 | 22.01 | 600 mm equilatral and triangle [ Curve portion ] | BI01010001010000000000000515BI0100001135 | 36 | One Number |
| 25 | 22.02 | Village Name Board | BI01010001010000000000000515BI0100001136 | 2 | One Number |
| 26 | 23 | Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . Information as provided in drawing of NRRDA shall be displayed on a CR/ GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. | BI01010001010000000000000515BI0100001137 | 2 | One Number |
| 27 | 24 | Construction of un-reinforced dowel jointed at expansion and construction joint only, 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 M-30 (Grade) coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight bacher 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 formwork as per drawing ), spreading the concrete with showels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion , construction joints, applying debounding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and coustruction joints , admixtures as approved, curing of concrete slabs for 14 days, using curing compound. | BI01010001010000000000000515BI0100001138 | 57.38 | One Cubic Meter |
| 28 | 25 | Sand filling in foundation trenches as per drawing and Technical Specification | BI01010001010000000000000515BI0100001139 | 82.18 | One Cubic Meter |
| 29 | 26 | Providing rubble filling in foundation trenching as per drawing & Technical Specification | BI01010001010000000000000515BI0100001140 | 56.37 | One Cubic Meter |
| 30 | 27 | Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification | BI01010001010000000000000515BI0100001141 | 68.33 | One Cubic Meter |
| 31 | 28 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications | BI01010001010000000000000515BI0100001142 | 146.79 | One Cubic Meter |
| 32 | 29 | Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. | BI01010001010000000000000515BI0100001143 | 9.38 | One Cubic Meter |
| 33 | 30 | Providing and laying reinforced cement concrete M-20 in substructure as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001144 | 67.04 | One Cubic Meter |
| 34 | 31 | Plain/reinforced cement concrete M-20 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | BI01010001010000000000000515BI0100001145 | 62.8 | One Cubic Meter |
| 35 | 32 | Plain/reinforced cement concrete M-20 in Superstructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | BI01010001010000000000000515BI0100001146 | 3.38 | One Cubic Meter |
| 36 | 33 | Supplying fitting and placing HYSD bar reinforcement ( Fe 500 ) in superstructure complete as per drawings and technical specification | BI01010001010000000000000515BI0100001147 | 2.01 | One Metric Tonne |
| 37 | 34 | Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification | BI01010001010000000000000515BI0100001148 | 3.2163 | One Metric Tonne |
| 38 | 35 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | BI01010001010000000000000515BI0100001149 | 554.12 | One Cubic Meter |
| 39 | 36 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and 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. | BI01010001010000000000000515BI0100001150 | 52.5 | One Running Meter |
| 40 | 37 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. | BI01010001010000000000000515BI0100001151 | 29.6 | One Running Meter |
| 41 | 38 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. | BI01010001010000000000000515BI0100001152 | 22.5 | One Running Meter |
| 42 | 39 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 | BI01010001010000000000000515BI0100001153 | 162 | One Number |
| 43 | 40 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | BI01010001010000000000000515BI0100001154 | 28.13 | One Cubic Meter |
| 44 | 41 | Providing and laying of apron with cement concrete blocks size as per table 1300.1 cast - in - situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specification clause 1301. | BI01010001010000000000000515BI0100001155 | 77.01 | One Cubic Meter |
| 45 | 42 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 | BI01010001010000000000000515BI0100001156 | 6.17 | One Cubic Meter |
| 46 | 43 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | BI01010001010000000000000515BI0100001157 | 4.02 | One Cubic Meter |
| 47 | 44 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS 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 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm 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 diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) 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 as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | BI01010001010000000000000515BI0100001158 | 180 | One Number |
| 48 | 45 | 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 | BI01010001010000000000000515BI0100001159 | 12 | One Number |
| 49 | 46 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per Specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001160 | 6 | One Number |
| 50 | 47 | Raising of Electical Line /Pole | BI01010001010000000000000515BI0100001161 | 1 | One Number |
| 51 | 48 | Providing, laying and fixing P.V.C. pipe of 110 mm. dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. | BI01010001010000000000000515BI0100001162 | 75.44 | One Running Meter |
| 52 | 49 | Shifting of Electical Line /Pole | BI01010001010000000000000515BI0100001163 | 11 | One Number |
| 53 | 50 | Tree plantation including 5 year Maintance. | BI01010001010000000000000515BI0100001164 | 10 | One Number |
| 54 | 51 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201 | BI01010001010000000000000515BI0100001165 | 2 | One Number |
| 55 | 52 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 120 | BI01010001010000000000000515BI0100001166 | 22.28 | One Cubic Meter |
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