|
| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. |
| 2 | MSH-06 Rajola to Amti Road |
| 3 | Lanjala-Kuchadi-MDR 45 Road |
| 4 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 5 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.1 |
| 6 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 7 | Dismanteling of flexible pavements and disposal of dimantled material upto a lead of 100 M stacking serviceable and unserviceable materials separately as per technical specification clause 202. |
| 8 | MSH-06 Rajola to Amti Road |
| 9 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 10 | MSH-06 Rajola to Amti Road |
| 11 | Lanjala-Kuchadi-MDR 45 Road |
| 12 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 13 | Construction of embankement with approved materials deposited at site from roadway cutting and excavation from drain & foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 |
| 14 | MSH-06 Rajola to Amti Road |
| 15 | Lanjala-Kuchadi-MDR 45 Road |
| 16 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 17 | Construction of embankement with approved material obtained from borrow pits with all lead & lift upto 1.50 M transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of tables 300.1 & 300.2as per technical specification clause 301.5 |
| 18 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 19 | Granular sub-base/base/surface course with well graded materials (Table 400.1) by mix in place method normal 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 vibratory wheel roller to achieve the desired density complete as per Technical Specification Clause 401. For Grading I Material |
| 20 | MSH-06 Rajola to Amti Road |
| 21 | Lanjala-Kuchadi-MDR 45 Road |
| 22 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 23 | 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 IIas per Technical Specification Clause 405 ( I.No 4.8(2)(A) /P.No. 25 ) |
| 24 | MSH-06 Rajola to Amti Road |
| 25 | Lanjala-Kuchadi-MDR 45 Road |
| 26 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 27 | 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 Clause 407 |
| 28 | MSH-06 Rajola to Amti Road |
| 29 | Lanjala-Kuchadi-MDR 45 Road |
| 30 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 31 | Construction of 50 mm Thick Modified 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 KN static roller to acheive the desired degress of compaction as per technical specification clause 506.( I.No.5.5 A) / P.No. 30 ) |
| 32 | MSH-06 Rajola to Amti Road |
| 33 | Lanjala-Kuchadi-MDR 45 Road |
| 34 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 35 | Tack Coat(Below PMC)-Providing and applying tack coat with bitumen emulsion(RS-1) using emulsion distributor at therate of 0,20 to 0.25kg/sqm on the prepared bituminous surfacecleaned with hydraullic broom as per technical specification clause 503( |
| 36 | MSH-06 Rajola to Amti Road |
| 37 | Lanjala-Kuchadi-MDR 45 Road |
| 38 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 39 | Providing, Laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or Emulsion to required line, grade and Level to serve as wearing coarse 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 Clause 508. |
| 40 | MSH-06 Rajola to Amti Road |
| 41 | Lanjala-Kuchadi-MDR 45 Road |
| 42 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 43 | Providing and Laying 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 Clause 510 |
| 44 | MSH-06 Rajola to Amti Road |
| 45 | Lanjala-Kuchadi-MDR 45 Road |
| 46 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 47 | Reinforced cement concrete M15grade 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 |
| 48 | MSH-06 Rajola to Amti Road |
| 49 | Ordinary KM Stone |
| 50 | Lanjala-Kuchadi-MDR 45 Road |
| 51 | Ordinary KM Stone |
| 52 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 53 | Ordinary KM Stone |
| 54 | Reinforced cement concrete M15grade 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 |
| 55 | Lanjala-Kuchadi-MDR 45 Road |
| 56 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 57 | Reinforced cement concrete M15 grade boundary pillarsmt 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 1704 |
| 58 | MSH-06 Rajola to Amti Road |
| 59 | M15 grade boundary pillar 200 mt stone |
| 60 | Lanjala-Kuchadi-MDR 45 Road |
| 61 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 62 | Reinforced cement concrete M15 grade 5th Kilometer Stone (Precast) of standerd design as per IRC : 8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.(Item No. 10.10 (i) / P. No. 40) |
| 63 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 64 | Providing and fixing of typical MMGSY 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 MMGSY SIGN BOARD( I.No. 10.13 / P.No. 44 ) |
| 65 | MSH-06 Rajola to Amti Road |
| 66 | Lanjala-Kuchadi-MDR 45 Road |
| 67 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 68 | Providing and fixing Semi reflective Cautionery, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and grey colour on back with red reflective border of 65mm width and required letters and figure 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 *47mm *12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450*450*600mm, 600mm below ground level as per approved drawing Clause 1701.2.2 |
| 69 | MSH-06 Rajola to Amti Road |
| 70 | 800 mm x 600 mm rectangular |
| 71 | 600 mm equilateral and Triangle |
| 72 | Lanjala-Kuchadi-MDR 45 Road |
| 73 | 800 mm x 600 mm rectangular |
| 74 | 600 mm equilateral and Triangle |
| 75 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 76 | 800 mm x 600 mm rectangular |
| 77 | 600 mm equilateral and Triangle |
| 78 | Providing and Fixing a typical MMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having frame size of 2500*1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60*60*75 cm size . information as provided in drawing of NRRDA shall be displayed on aCR/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 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. |
| 79 | MSH-06 Rajola to Amti Road |
| 80 | Lanjala-Kuchadi-MDR 45 Road |
| 81 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 82 | Providing of Construting CC M-15 TBM Stone of Size 0.30 x 0.30 x 0.75 M including excavation, CC M10 for foundation, Painting, lettering with MMGSY Logo, curing, finishing etc., complete |
| 83 | MSH-06 Rajola to Amti Road |
| 84 | Lanjala-Kuchadi-MDR 45 Road |
| 85 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 86 | Dismantling of , cement concrete, pavment by mechinical meance using pneumatic tools breaking to pieces 202. |
| 87 | MSH-06 Rajola to Amti Road |
| 88 | Lanjala-Kuchadi-MDR 45 Road |
| 89 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 90 | Removing all types of Hume Pipes and Stacking within a lead of 1000m including Earth work and Dismantling of Masonary works as per technical Specifications Clause 202 |
| 91 | MSH-06 Rajola to Amti Road |
| 92 | 600 mm |
| 93 | 900 mm |
| 94 | Lanjala-Kuchadi-MDR 45 Road |
| 95 | 600 mm |
| 96 | 900 mm |
| 97 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 98 | 900 mm |
| 99 | Earthwork in excavation for structure as per drawing and technical specification 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 |
| 100 | MSH-06 Rajola to Amti Road |
| 101 | Lanjala-Kuchadi-MDR 45 Road |
| 102 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 103 | Rubble Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 104 | MSH-06 Rajola to Amti Road |
| 105 | Lanjala-Kuchadi-MDR 45 Road |
| 106 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 107 | Providing concrete for plain cement concrete M-10 in open foundation complete as per drawings and technical specification clauses 802,803, 1202 1203 |
| 108 | MSH-06 Rajola to Amti Road |
| 109 | Lanjala-Kuchadi-MDR 45 Road |
| 110 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 111 | Plain Cement Concrete M15 in substructure complete as per drawings and technical specifications clause 802,804,805,806,807,1202 &1204 |
| 112 | MSH-06 Rajola to Amti Road |
| 113 | Lanjala-Kuchadi-MDR 45 Road |
| 114 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 115 | Providing and laying reinforced cement concrete M20 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5For Design Mix RCC M 20 |
| 116 | MSH-06 Rajola to Amti Road |
| 117 | Lanjala-Kuchadi-MDR 45 Road |
| 118 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 119 | Supplying fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specification clauses 1002,1005,1010 & 1202 ( I.No 13.2 P.No 53 ) |
| 120 | Lanjala-Kuchadi-MDR 45 Road |
| 121 | Supplyingfitting and placing TMT bar reinforcement in superstructurecomplete as per drawings and technical specification Clauses 1002, 1010 and 1202 |
| 122 | MSH-06 Rajola to Amti Road |
| 123 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 124 | Providing and laying 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 masonary works in head walls and parapets. Clause 1106. |
| 125 | MSH-06 Rajola to Amti Road |
| 126 | 600 mm dia |
| 127 | Lanjala-Kuchadi-MDR 45 Road |
| 128 | 600 mm dia |
| 129 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 130 | 600 mm dia |
| 131 | Providing and laying 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 masonary works in head walls and parapets. Clause 1106. |
| 132 | MSH-06 Rajola to Amti Road |
| 133 | 1000 MM NP 3 Single row |
| 134 | 1000 MM NP 3 Double row |
| 135 | 800 MM NP 3 Double row |
| 136 | Lanjala-Kuchadi-MDR 45 Road |
| 137 | 1000 MM NP 3 Single row |
| 138 | 1000 MM NP 3 Double row |
| 139 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 140 | 1000 MM NP 3 Single row |
| 141 | 1000 MM NP 3 Double row |
| 142 | 1000 MM NP 3 Double row |
| 143 | Dismantling of , cement concrete, pavment by mechinical meance using pneumatic tools breaking to pieces 202. |
| 144 | MSH-06 Rajola to Amti Road |
| 145 | Lanjala-Kuchadi-MDR 45 Road |
| 146 | Construction ofun-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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, dowel bars 25mm dia and 500mm long @25cm c/c or as per design, 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 formwork 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 bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 ( excluding dowel bars and Polythene sheet ) |
| 147 | MSH-06 Rajola to Amti Road |
| 148 | Lanjala-Kuchadi-MDR 45 Road |
| 149 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 150 | Providing and Laying filter material undermeath pttching in slopes complete as per drawing and technical specification clause 1302 |
| 151 | Lanjala-Kuchadi-MDR 45 Road |
| 152 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 153 | lanjala-Kuchadi-MDR 45 Road |
| 154 | Expansion joint with 25 mm thick bitumenous pad |
| 155 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 156 | 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 |
| 157 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 158 | Metal Beam Crash Barrier -- Type - B, THRIE : Metal Beam Crash Barrier (Providing and erecting a Thriemetal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)\"\" |
| 159 | Lanjala-Kuchadi-MDR 45 Road |
| 160 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 161 | 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 |
| 162 | MSH-06 Rajola to Amti Road |
| 163 | Lanjala-Kuchadi-MDR 45 Road |
| 164 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 165 | 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 |
| 166 | Lanjala-Kuchadi-MDR 45 Road |
| 167 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 168 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(Item No. 10.26 / P.No. 43) |
| 169 | Lanjala-Kuchadi-MDR 45 Road |
| 170 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 171 | Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. |
| 172 | Lanjala-Kuchadi-MDR 45 Road |
| 173 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
| 174 | Providing Speed Breaker,at junction village portion |
| 175 | MSH-06 Rajola to Amti Road |
| 176 | Lanjala-Kuchadi-MDR 45 Road |
| 177 | SH-342 to Mandwa to Shiwapur Umred Aproch Road |
