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| 1 | EARTH WORKConstruction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108. |
| 2 | MRL01-Ankhol to Bhilo ki dhani |
| 3 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 4 | MRL03-Amli road to Ramaniyo ki dhani |
| 5 | MRL04-Amli road to koliyo ki dhani |
| 6 | MRL05-Musalmano ka Goliya |
| 7 | MRL06-Visnoniyo ki dhani |
| 8 | 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 Clause 201. By Mechanical Means In area of thorny jungle |
| 9 | MRL01-Ankhol to Bhilo ki dhani |
| 10 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 11 | MRL03-Amli road to Ramaniyo ki dhani |
| 12 | MRL04-Amli road to koliyo ki dhani |
| 13 | MRL05-Musalmano ka Goliya |
| 14 | MRL06-Visnoniyo ki dhani |
| 15 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 16 | MRL01-Ankhol to Bhilo ki dhani |
| 17 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 18 | MRL03-Amli road to Ramaniyo ki dhani |
| 19 | MRL04-Amli road to koliyo ki dhani |
| 20 | MRL05-Musalmano ka Goliya |
| 21 | MRL06-Visnoniyo ki dhani |
| 22 | 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 1000m as per MoRD Specification Clause 303.1. |
| 23 | MRL01-Ankhol to Bhilo ki dhani |
| 24 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 25 | MRL03-Amli road to Ramaniyo ki dhani |
| 26 | MRL04-Amli road to koliyo ki dhani |
| 27 | MRL05-Musalmano ka Goliya |
| 28 | MRL06-Visnoniyo ki dhani |
| 29 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5 |
| 30 | MRL01-Ankhol to Bhilo ki dhani |
| 31 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 32 | MRL03-Amli road to Ramaniyo ki dhani |
| 33 | MRL04-Amli road to koliyo ki dhani |
| 34 | MRL05-Musalmano ka Goliya |
| 35 | MRL06-Visnoniyo ki dhani |
| 36 | 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 as per MoRD Specification Clause 301.5 |
| 37 | MRL01-Ankhol to Bhilo ki dhani |
| 38 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 39 | MRL03-Amli road to Ramaniyo ki dhani |
| 40 | MRL04-Amli road to koliyo ki dhani |
| 41 | MRL05-Musalmano ka Goliya |
| 42 | MRL06-Visnoniyo ki dhani |
| 43 | GSB & W.B.M.WORKConstruction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRD Specification Clause 401...For Grading I Material |
| 44 | MRL01-Ankhol to Bhilo ki dhani |
| 45 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 46 | MRL03-Amli road to Ramaniyo ki dhani |
| 47 | MRL04-Amli road to koliyo ki dhani |
| 48 | MRL05-Musalmano ka Goliya |
| 49 | MRL06-Visnoniyo ki dhani |
| 50 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. Using Crusher Broken Aggregate By Manual Means |
| 51 | MRL01-Ankhol to Bhilo ki dhani |
| 52 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 53 | MRL03-Amli road to Ramaniyo ki dhani |
| 54 | MRL04-Amli road to koliyo ki dhani |
| 55 | MRL05-Musalmano ka Goliya |
| 56 | MRL06-Visnoniyo ki dhani |
| 57 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. using Crusher borken aggregate. By Manual Means |
| 58 | MRL01-Ankhol to Bhilo ki dhani |
| 59 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 60 | MRL03-Amli road to Ramaniyo ki dhani |
| 61 | MRL04-Amli road to koliyo ki dhani |
| 62 | MRL05-Musalmano ka Goliya |
| 63 | MRL06-Visnoniyo ki dhani |
| 64 | Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRD Specification Clause 401.. For Grading IIIMaterialFor Grading IIIMaterial |
| 65 | MRL01-Ankhol to Bhilo ki dhani |
| 66 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 67 | MRL03-Amli road to Ramaniyo ki dhani |
| 68 | MRL04-Amli road to koliyo ki dhani |
| 69 | MRL05-Musalmano ka Goliya |
| 70 | MRL06-Visnoniyo ki dhani |
| 71 | B.T. WORKProviding 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 MoRD Specification Clause 502 |
| 72 | MRL01-Ankhol to Bhilo ki dhani |
| 73 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 74 | MRL03-Amli road to Ramaniyo ki dhani |
| 75 | MRL04-Amli road to koliyo ki dhani |
| 76 | MRL05-Musalmano ka Goliya |
| 77 | MRL06-Visnoniyo ki dhani |
| 78 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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 MoRD Specification Clause 503. |
| 79 | MRL01-Ankhol to Bhilo ki dhani |
| 80 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 81 | MRL03-Amli road to Ramaniyo ki dhani |
| 82 | MRL04-Amli road to koliyo ki dhani |
| 83 | MRL05-Musalmano ka Goliya |
| 84 | MRL06-Visnoniyo ki dhani |
| 85 | 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 of aggregate and plastic waste cutting in a hotmix 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 or Type B or Type C as per MoRD Specification Clause 508. Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen VG-30 |
| 86 | MRL01-Ankhol to Bhilo ki dhani |
| 87 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 88 | MRL03-Amli road to Ramaniyo ki dhani |
| 89 | MRL04-Amli road to koliyo ki dhani |
| 90 | MRL05-Musalmano ka Goliya |
| 91 | MRL06-Visnoniyo ki dhani |
| 92 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510 By Mechanical Means Type B Bitumen (VG-30). |
| 93 | MRL01-Ankhol to Bhilo ki dhani |
| 94 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 95 | MRL03-Amli road to Ramaniyo ki dhani |
| 96 | MRL04-Amli road to koliyo ki dhani |
| 97 | MRL05-Musalmano ka Goliya |
| 98 | MRL06-Visnoniyo ki dhani |
| 99 | ROAD FURNISHINGCut stone kilometer 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 17035th Kilometre Stone (precast) |
| 100 | MRL05-Musalmano ka Goliya |
| 101 | MRL06-Visnoniyo ki dhani |
| 102 | Ordinary Kilometer Stone |
| 103 | MRL01-Ankhol to Bhilo ki dhani |
| 104 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 105 | MRL03-Amli road to Ramaniyo ki dhani |
| 106 | MRL04-Amli road to koliyo ki dhani |
| 107 | MRL05-Musalmano ka Goliya |
| 108 | MRL06-Visnoniyo ki dhani |
| 109 | 200 m stone |
| 110 | MRL01-Ankhol to Bhilo ki dhani |
| 111 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 112 | MRL03-Amli road to Ramaniyo ki dhani |
| 113 | MRL04-Amli road to koliyo ki dhani |
| 114 | MRL05-Musalmano ka Goliya |
| 115 | MRL06-Visnoniyo ki dhani |
| 116 | Providing and fixing of retro-reflectorised cautionary, mandatory andvinformatory sign as per IRC:67 made of encapsulated lens type reflectivesheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701, 600 mm equilateral triangle |
| 117 | MRL01-Ankhol to Bhilo ki dhani |
| 118 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 119 | MRL03-Amli road to Ramaniyo ki dhani |
| 120 | MRL04-Amli road to koliyo ki dhani |
| 121 | MRL05-Musalmano ka Goliya |
| 122 | MRL06-Visnoniyo ki dhani |
| 123 | Providing and erecting direction and place identification retro-\reflectorised signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.firmly fixed to the ground by means of properly designed foundation with M-15grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below groundlevel as per approved drawing and MoRD Specification Clause 1701 |
| 124 | MRL01-Ankhol to Bhilo ki dhani |
| 125 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 126 | MRL03-Amli road to Ramaniyo ki dhani |
| 127 | MRL04-Amli road to koliyo ki dhani |
| 128 | MRL05-Musalmano ka Goliya |
| 129 | MRL06-Visnoniyo ki dhani |
| 130 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height as per approved drawing and MoRD Specification Clause 1700 |
| 131 | MRL01-Ankhol to Bhilo ki dhani |
| 132 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 133 | MRL03-Amli road to Ramaniyo ki dhani |
| 134 | MRL04-Amli road to koliyo ki dhani |
| 135 | MRL05-Musalmano ka Goliya |
| 136 | MRL06-Visnoniyo ki dhani |
| 137 | Providing and fixing of PMGSY logo with definition plate (as per MORDdesign/drawing) 3mm thick plate of Aluminium Composite Materials (ACM),material specifications as per Clause 1701.3.7. The top most plate will be indiamond shape of 600mm x 600 mm size, riveted over welded M.S. angle ironframe of 25 mm x 25mm x 5 mm size on back on edges including orangeluminous colour epoxy paint on logo, size of definition plate 900x300mmsupported on MS post of square hollow section 75x75x6mm, 3m long .Thelettering and borders, etc. of definition plate and PMGSY logo on top plate shallbe as per clause 1701.4.6 Messages/Borders. All the sections of frame andposts will be painted with primer and two coats of Epoxy paint. The steel tubebelow ground level will be painted with three coats of Epoxy paint. The design,painting and lettering shall be done as per approved drawing.Posts will be fixedto the ground by means of properly designed foundation with M-15 grade cementconcrete 450 x 450 x 600 mm, 600 mm below ground level as per approveddrawing and MoRD Specification Clause 1700 |
| 138 | MRL01-Ankhol to Bhilo ki dhani |
| 139 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 140 | MRL03-Amli road to Ramaniyo ki dhani |
| 141 | MRL04-Amli road to koliyo ki dhani |
| 142 | MRL05-Musalmano ka Goliya |
| 143 | MRL06-Visnoniyo ki dhani |
| 144 | Providing and Erecting typical Citizen\"s information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages / Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below groundlevel will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700 |
| 145 | MRL01-Ankhol to Bhilo ki dhani |
| 146 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 147 | MRL03-Amli road to Ramaniyo ki dhani |
| 148 | MRL04-Amli road to koliyo ki dhani |
| 149 | MRL05-Musalmano ka Goliya |
| 150 | MRL06-Visnoniyo ki dhani |
| 151 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 152 | MRL01-Ankhol to Bhilo ki dhani |
| 153 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 154 | MRL03-Amli road to Ramaniyo ki dhani |
| 155 | MRL04-Amli road to koliyo ki dhani |
| 156 | MRL05-Musalmano ka Goliya |
| 157 | MRL06-Visnoniyo ki dhani |
| 158 | Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 159 | MRL01-Ankhol to Bhilo ki dhani |
| 160 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 161 | MRL03-Amli road to Ramaniyo ki dhani |
| 162 | MRL04-Amli road to koliyo ki dhani |
| 163 | MRL05-Musalmano ka Goliya |
| 164 | MRL06-Visnoniyo ki dhani |
| 165 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.3.8 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701 ,800 mm x 600 mm rectangular |
| 166 | MRL01-Ankhol to Bhilo ki dhani |
| 167 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 168 | MRL03-Amli road to Ramaniyo ki dhani |
| 169 | MRL04-Amli road to koliyo ki dhani |
| 170 | MRL05-Musalmano ka Goliya |
| 171 | MRL06-Visnoniyo ki dhani |
| 172 | Construction of Foundation / Inaugration Pedestal in 23 cm thick Brick masonary in cm 1:4 of size 1.20x1.80 above ground level with adequate foundation incluidingproviding and fixing of granite stone of size 0.75x0.60 m with engraving letters and figurs , cement plaster , white washing etc. complete as per direction of engineer incharge . |
| 173 | MRL01-Ankhol to Bhilo ki dhani |
| 174 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 175 | MRL03-Amli road to Ramaniyo ki dhani |
| 176 | MRL04-Amli road to koliyo ki dhani |
| 177 | MRL05-Musalmano ka Goliya |
| 178 | MRL06-Visnoniyo ki dhani |
| 179 | Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it. |
| 180 | MRL01-Ankhol to Bhilo ki dhani |
| 181 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 182 | MRL03-Amli road to Ramaniyo ki dhani |
| 183 | MRL04-Amli road to koliyo ki dhani |
| 184 | MRL05-Musalmano ka Goliya |
| 185 | MRL06-Visnoniyo ki dhani |
| 186 | P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm embedded in cement concrete (1:4:8) block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:4:8) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side |
| 187 | MRL01-Ankhol to Bhilo ki dhani |
| 188 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 189 | MRL03-Amli road to Ramaniyo ki dhani |
| 190 | MRL04-Amli road to koliyo ki dhani |
| 191 | MRL05-Musalmano ka Goliya |
| 192 | MRL06-Visnoniyo ki dhani |
| 193 | CEMENT CONCRETE PAVEMENTConstruction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRD Specification Clause 401...For Grading I Material |
| 194 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 195 | MRL03-Amli road to Ramaniyo ki dhani |
| 196 | MRL05-Musalmano ka Goliya |
| 197 | Construction of dry lean cement concrete sub base over a prepared sub grade with oarse and fine aggregate confirming to IS 383 . The size of coarse aggregates not exceeding 25 mm . Aggregate cement ratio not to exceed 15 : 1 . Aggregate gradation after blending to be as per table 600 -1 . Cement content not be less than150 kg per cum . Optimum moiture content to be determined during trial length construction. Concrete strength no be less than 10 mpa at 7 days . Mixed in a batching plant transported to site laid with a paver with electonic sensor , compactin with 8-10 tonnesvibratory roller , fnishing and curing . |
| 198 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 199 | MRL03-Amli road to Ramaniyo ki dhani |
| 200 | MRL05-Musalmano ka Goliya |
| 201 | Construction of panel concrete pavement M-40 grade for Thin White Topping (Thickness greater than I00 mm and less than 200 mm) Construction of short paneled un reinforced, plain cementconcrete pavement (Thin white Topping as per IRC : SP: 76-2015) :M-40 grade concrete over a prepared sub base or overbituminous surface (Existing bituminous surface prepared if necessary either by milling or leveling course to be done with BM / DBM / DLC to correct surface profile and to be paid separately) with Ordinary Portland Cement 53 grade confirming to IS:12269,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5 mm , 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, admixture as approved, curing of concrete slabs for 14 days, using curing compound (where specified) and water including vaccum dewatering process with all required equipments, finishing to lines and grade as per drawing and MoRD specification Clause 1501 complete excluding cost of steel in dowel bars and tie bars etc. Each Panel (1.00m x 1.00m).Note : If fiber are to be used as per mix design the same shall bepaid separately as per item no 6.8 |
| 202 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 203 | MRL03-Amli road to Ramaniyo ki dhani |
| 204 | MRL05-Musalmano ka Goliya |
| 205 | C.D. WORKEarthwork 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 suitablematerial in ordinary soil, upto 3 m depth. |
| 206 | MRL03-Amli road to Ramaniyo ki dhani |
| 207 | MRL05-Musalmano ka Goliya |
| 208 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M-10 Nominal mix 1:3:6. |
| 209 | MRL03-Amli road to Ramaniyo ki dhani |
| 210 | MRL05-Musalmano ka Goliya |
| 211 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4 |
| 212 | MRL03-Amli road to Ramaniyo ki dhani |
| 213 | MRL05-Musalmano ka Goliya |
| 214 | Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204, Flush and Rulled Type. |
| 215 | MRL03-Amli road to Ramaniyo ki dhani |
| 216 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710and 1204.3.11, 50 mm thick |
| 217 | MRL03-Amli road to Ramaniyo ki dhani |
| 218 | Providing and laying reinforced cement concrete pipe NP3for culverts on first class bedding of granularmaterial in singlerow includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. 1000 mm dia |
| 219 | MRL03-Amli road to Ramaniyo ki dhani |
| 220 | MRL05-Musalmano ka Goliya |
| 221 | Providing and laying reinforced cement concrete pipe NP3for culverts on first class bedding of granularmaterial in Single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6.300 mm dia |
| 222 | MRL03-Amli road to Ramaniyo ki dhani |
| 223 | MRL04-Amli road to koliyo ki dhani |
| 224 | MRL05-Musalmano ka Goliya |
| 225 | MRL06-Visnoniyo ki dhani |
| 226 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C. grade M 20 Nominal mix (1:2:4) |
| 227 | MRL03-Amli road to Ramaniyo ki dhani |
| 228 | MRL05-Musalmano ka Goliya |
| 229 | 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 kg laid dry complete as per drawing and MoRD specifications Clause 1301 |
| 230 | MRL05-Musalmano ka Goliya |
| 231 | PROTECTION WALLEarthwork 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 suitablematerial Ordinary soil Upto 3 m depth. |
| 232 | MRL01-Ankhol to Bhilo ki dhani |
| 233 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 234 | MRL03-Amli road to Ramaniyo ki dhani |
| 235 | MRL04-Amli road to koliyo ki dhani |
| 236 | MRL05-Musalmano ka Goliya |
| 237 | MRL06-Visnoniyo ki dhani |
| 238 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6. |
| 239 | MRL01-Ankhol to Bhilo ki dhani |
| 240 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 241 | MRL03-Amli road to Ramaniyo ki dhani |
| 242 | MRL04-Amli road to koliyo ki dhani |
| 243 | MRL05-Musalmano ka Goliya |
| 244 | MRL06-Visnoniyo ki dhani |
| 245 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4 |
| 246 | MRL01-Ankhol to Bhilo ki dhani |
| 247 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 248 | MRL03-Amli road to Ramaniyo ki dhani |
| 249 | MRL04-Amli road to koliyo ki dhani |
| 250 | MRL05-Musalmano ka Goliya |
| 251 | MRL06-Visnoniyo ki dhani |
| 252 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710and 1204.3.11, 50 mm thick |
| 253 | MRL01-Ankhol to Bhilo ki dhani |
| 254 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 255 | MRL03-Amli road to Ramaniyo ki dhani |
| 256 | MRL04-Amli road to koliyo ki dhani |
| 257 | MRL05-Musalmano ka Goliya |
| 258 | MRL06-Visnoniyo ki dhani |
| 259 | Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204, Flush and Rulled Type. |
| 260 | MRL01-Ankhol to Bhilo ki dhani |
| 261 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 262 | MRL03-Amli road to Ramaniyo ki dhani |
| 263 | MRL04-Amli road to koliyo ki dhani |
| 264 | MRL05-Musalmano ka Goliya |
| 265 | MRL06-Visnoniyo ki dhani |
| 266 | 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 specification Clauses 1206.6 |
| 267 | MRL01-Ankhol to Bhilo ki dhani |
| 268 | MRL02-Jodhawas to Bhiyoniya lala ki dhani |
| 269 | MRL03-Amli road to Ramaniyo ki dhani |
| 270 | MRL04-Amli road to koliyo ki dhani |
| 271 | MRL05-Musalmano ka Goliya |
| 272 | MRL06-Visnoniyo ki dhani |
| 273 | Add GST (18%) on Total Costruction Cost |
| 274 | Routine Mainteenance work After Completion of works for Five Year Fixed Amount |
| 275 | For 1st Year (0.68%) |
| 276 | For 2nd Year (0.87%) |
| 277 | For 3rd Year (1.12%) |
| 278 | For 4th Year (1.31%) |
| 279 | For 5th Year (1.52%) |
| 280 | Add GST (18%) on Total Maintenance Cost |