|
| 1 | PART \"A\" ROAD WORKConstruction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as perdirection ofEngineer-in-charge), reference pillar/ burgees @50mintervalonbothsideofformationwidthincluding marking of centre line, setting out curves, recording of levels, whitewashingandletteringetc.completeas perMORD specifications cl. 108. |
| 2 | Jetpura to Bhil Khera |
| 3 | Rased to Mata Ji Ka Khera |
| 4 | NH-758 to Indokiya Ka Jhupda Road |
| 5 | Jawal to Nohra Gurjaron Ka |
| 6 | Clearingandgrubbingroadlandincludinguprootingwildvegetation,grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of suchtreescutearlier anddisposalofunserviceablematerialsandstackingof serviceablematerialtobeusedorauctioned,uptoaleadof1000mincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201.By Mechanical MeansIn area of non-thorny jungle |
| 7 | Jetpura to Bhil Khera |
| 8 | Rased to Mata Ji Ka Khera |
| 9 | NH-758 to Indokiya Ka Jhupda Road |
| 10 | Jawal to Nohra Gurjaron Ka |
| 11 | Construction of embankment with approved material obtained from borrow pitswithaliftupto1.5m,transportingtosite,spreading,gradingto required slope and compactingtomeetrequirementofTables300.1and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5 |
| 12 | Jetpura to Bhil Khera |
| 13 | Rased to Mata Ji Ka Khera |
| 14 | NH-758 to Indokiya Ka Jhupda Road |
| 15 | Jawal to Nohra Gurjaron Ka |
| 16 | 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III Material |
| 17 | Jetpura to Bhil Khera |
| 18 | Rased to Mata Ji Ka Khera |
| 19 | NH-758 to Indokiya Ka Jhupda Road |
| 20 | Jawal to Nohra Gurjaron Ka |
| 21 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406.By Mechanical Means with 1 km lead |
| 22 | Jetpura to Bhil Khera |
| 23 | Rased to Mata Ji Ka Khera |
| 24 | NH-758 to Indokiya Ka Jhupda Road |
| 25 | Jawal to Nohra Gurjaron Ka |
| 26 | Granular sub-base/base/surface 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 with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per MoRD Specification Clause 408.Using naturally occuring gravel |
| 27 | Jetpura to Bhil Khera |
| 28 | Rased to Mata Ji Ka Khera |
| 29 | NH-758 to Indokiya Ka Jhupda Road |
| 30 | Jawal to Nohra Gurjaron Ka |
| 31 | 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 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502 |
| 32 | Jetpura to Bhil Khera |
| 33 | Rased to Mata Ji Ka Khera |
| 34 | NH-758 to Indokiya Ka Jhupda Road |
| 35 | Jawal to Nohra Gurjaron Ka |
| 36 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503. |
| 37 | Jetpura to Bhil Khera |
| 38 | Rased to Mata Ji Ka Khera |
| 39 | NH-758 to Indokiya Ka Jhupda Road |
| 40 | Jawal to Nohra Gurjaron Ka |
| 41 | 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 Viscosity 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 506 & 512.2.4 Waste Plastic @ 8% of bitumen. Case -II By mechnical means Case -II Bymechnical means Bitumen VG-30 |
| 42 | Jetpura to Bhil Khera |
| 43 | Rased to Mata Ji Ka Khera |
| 44 | NH-758 to Indokiya Ka Jhupda Road |
| 45 | Jawal to Nohra Gurjaron Ka |
| 46 | 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 Case - II : Type B Bitumen (VG-30) |
| 47 | Jetpura to Bhil Khera |
| 48 | Rased to Mata Ji Ka Khera |
| 49 | NH-758 to Indokiya Ka Jhupda Road |
| 50 | Jawal to Nohra Gurjaron Ka |
| 51 | PART \"B\" CC ROADExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and crosssections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRD Specification Clause 302.3 |
| 52 | Jetpura to Bhil Khera |
| 53 | Rased to Mata Ji Ka Khera |
| 54 | NH-758 to Indokiya Ka Jhupda Road |
| 55 | Jawal to Nohra Gurjaron Ka |
| 56 | Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Specification Clause 303.5.2. |
| 57 | Jetpura to Bhil Khera |
| 58 | Rased to Mata Ji Ka Khera |
| 59 | NH-758 to Indokiya Ka Jhupda Road |
| 60 | Jawal to Nohra Gurjaron Ka |
| 61 | 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III Material |
| 62 | Jetpura to Bhil Khera |
| 63 | Rased to Mata Ji Ka Khera |
| 64 | NH-758 to Indokiya Ka Jhupda Road |
| 65 | Jawal to Nohra Gurjaron Ka |
| 66 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406.By Mechanical Means with 1 km lead |
| 67 | Jetpura to Bhil Khera |
| 68 | Rased to Mata Ji Ka Khera |
| 69 | NH-758 to Indokiya Ka Jhupda Road |
| 70 | Jawal to Nohra Gurjaron Ka |
| 71 | ConstructionofpanelconcretepavementM-40gradeforThin WhiteTopping(ThicknessgreaterthanI00mmandlessthan 200 mm)Construction of short paneled un reinforced,plain cement concretepavement(ThinwhiteToppingasperIRC:SP:76- 2015):M-40gradeconcreteoverapreparedsubbaseorover bituminous 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 sideformwork(steelchannel,layingandfixingof125micron thickpolythenefilm,wedges,steelplatesincludinglevellingthe formworkasperdrawing),spreadingtheconcretewithshovels, rakes,compactedusingneedle,screedandplatevibratorsand finished in continuous operation including provision of contraction andexpansion,constructionjoints,applyingdebondingstrips, primer,sealant,dowelbars,nearapproachestobridge/culvert and construction joints, admixture as approved, curing of concreteslabs for 14days, usingcuring compound(where specified)andwaterincludingvaccumdewateringprocesswith allrequiredequipments,finishingtolinesandgradeasper drawingandMoRDspecificationClause1501complete 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 be paid separately as per item no 6.8 |
| 72 | Jetpura to Bhil Khera |
| 73 | Rased to Mata Ji Ka Khera |
| 74 | NH-758 to Indokiya Ka Jhupda Road |
| 75 | Jawal to Nohra Gurjaron Ka |
| 76 | Providing and laying reinforced cement concrete pipe NP3 for 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 Clause 1106. 300 mm dia |
| 77 | Jetpura to Bhil Khera |
| 78 | Rased to Mata Ji Ka Khera |
| 79 | NH-758 to Indokiya Ka Jhupda Road |
| 80 | Jawal to Nohra Gurjaron Ka |
| 81 | PART \"C\" ROAD FURNITUREProviding 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 properlydesigned 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 |
| 82 | 900 mm equilateral triangle |
| 83 | Jetpura to Bhil Khera |
| 84 | Rased to Mata Ji Ka Khera |
| 85 | NH-758 to Indokiya Ka Jhupda Road |
| 86 | Jawal to Nohra Gurjaron Ka |
| 87 | 600 mm circular |
| 88 | Jetpura to Bhil Khera |
| 89 | Rased to Mata Ji Ka Khera |
| 90 | NH-758 to Indokiya Ka Jhupda Road |
| 91 | Jawal to Nohra Gurjaron Ka |
| 92 | 600 mm x 450 mm rectangular |
| 93 | Jetpura to Bhil Khera |
| 94 | Rased to Mata Ji Ka Khera |
| 95 | NH-758 to Indokiya Ka Jhupda Road |
| 96 | Jawal to Nohra Gurjaron Ka |
| 97 | 900 mm side octagon |
| 98 | Jetpura to Bhil Khera |
| 99 | Rased to Mata Ji Ka Khera |
| 100 | NH-758 to Indokiya Ka Jhupda Road |
| 101 | Jawal to Nohra Gurjaron Ka |
| 102 | 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 gradeblocks 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 |
| 103 | Jetpura to Bhil Khera |
| 104 | Rased to Mata Ji Ka Khera |
| 105 | NH-758 to Indokiya Ka Jhupda Road |
| 106 | Jawal to Nohra Gurjaron Ka |
| 107 | Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate 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 including orange luminous colour epoxy paint on logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. of definition plate and 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.Posts will be fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700 |
| 108 | Jetpura to Bhil Khera |
| 109 | Rased to Mata Ji Ka Khera |
| 110 | NH-758 to Indokiya Ka Jhupda Road |
| 111 | Jawal to Nohra Gurjaron Ka |
| 112 | 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 MoRD Specification Clause 1703 |
| 113 | Ordinary Kilometer Stone (Precast) |
| 114 | Jetpura to Bhil Khera |
| 115 | Rased to Mata Ji Ka Khera |
| 116 | NH-758 to Indokiya Ka Jhupda Road |
| 117 | Jawal to Nohra Gurjaron Ka |
| 118 | 200 m stone (precast) |
| 119 | Jetpura to Bhil Khera |
| 120 | Rased to Mata Ji Ka Khera |
| 121 | NH-758 to Indokiya Ka Jhupda Road |
| 122 | Jawal to Nohra Gurjaron Ka |
| 123 | Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 5.0 meter wide and 10 cm high for heavy truck and bus traffic 3.70 meter wide and 10 cm high for general traffic |
| 124 | Jetpura to Bhil Khera |
| 125 | Rased to Mata Ji Ka Khera |
| 126 | NH-758 to Indokiya Ka Jhupda Road |
| 127 | Jawal to Nohra Gurjaron Ka |
| 128 | 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. |
| 129 | Jetpura to Bhil Khera |
| 130 | Rased to Mata Ji Ka Khera |
| 131 | NH-758 to Indokiya Ka Jhupda Road |
| 132 | Jawal to Nohra Gurjaron Ka |
| 133 | Supplying of Cat\"s Eye made of ABS Material having high reflective reflectors molded in PMMA material are fitted on the Stud. The reflectors are welded with a ABS base plate through ultrasonic welding process. |
| 134 | Jetpura to Bhil Khera |
| 135 | Rased to Mata Ji Ka Khera |
| 136 | NH-758 to Indokiya Ka Jhupda Road |
| 137 | Jawal to Nohra Gurjaron Ka |
| 138 | Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.3.8, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. upto 0.9 sqm size board |
| 139 | Jetpura to Bhil Khera |
| 140 | Rased to Mata Ji Ka Khera |
| 141 | NH-758 to Indokiya Ka Jhupda Road |
| 142 | Jawal to Nohra Gurjaron Ka |
| 143 | Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by 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 ground level 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 |
| 144 | Jetpura to Bhil Khera |
| 145 | Rased to Mata Ji Ka Khera |
| 146 | NH-758 to Indokiya Ka Jhupda Road |
| 147 | Jawal to Nohra Gurjaron Ka |
| 148 | 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 ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRDSpecification Clause 1700 |
| 149 | Jetpura to Bhil Khera |
| 150 | Rased to Mata Ji Ka Khera |
| 151 | NH-758 to Indokiya Ka Jhupda Road |
| 152 | Jawal to Nohra Gurjaron Ka |
| 153 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer incharge. |
| 154 | Jetpura to Bhil Khera |
| 155 | Rased to Mata Ji Ka Khera |
| 156 | NH-758 to Indokiya Ka Jhupda Road |
| 157 | Jawal to Nohra Gurjaron Ka |
| 158 | PART \"D\" CD WORKS, DRAIN & PROTECTIONEarthwork in excavation for structures as per drawing and MoRD 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 |
| 159 | Jetpura to Bhil Khera |
| 160 | Rased to Mata Ji Ka Khera |
| 161 | NH-758 to Indokiya Ka Jhupda Road |
| 162 | Jawal to Nohra Gurjaron Ka |
| 163 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 164 | Jetpura to Bhil Khera |
| 165 | Rased to Mata Ji Ka Khera |
| 166 | NH-758 to Indokiya Ka Jhupda Road |
| 167 | Jawal to Nohra Gurjaron Ka |
| 168 | Providing and laying reinforced cement concrete pipe NP3 for 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 Clause 1106. 1000 mm dia |
| 169 | Jetpura to Bhil Khera |
| 170 | Rased to Mata Ji Ka Khera |
| 171 | NH-758 to Indokiya Ka Jhupda Road |
| 172 | Jawal to Nohra Gurjaron Ka |
| 173 | Providing and laying reinforced cement concrete pipe NP3 for 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 Clause 1106. 300 mm dia |
| 174 | Jetpura to Bhil Khera |
| 175 | Rased to Mata Ji Ka Khera |
| 176 | NH-758 to Indokiya Ka Jhupda Road |
| 177 | Jawal to Nohra Gurjaron Ka |
| 178 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble MasonryIn 1:4 cement mortar |
| 179 | Jetpura to Bhil Khera |
| 180 | Rased to Mata Ji Ka Khera |
| 181 | NH-758 to Indokiya Ka Jhupda Road |
| 182 | Jawal to Nohra Gurjaron Ka |
| 183 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 184 | Jetpura to Bhil Khera |
| 185 | Rased to Mata Ji Ka Khera |
| 186 | NH-758 to Indokiya Ka Jhupda Road |
| 187 | Jawal to Nohra Gurjaron Ka |
| 188 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Raised and Cut Type |
| 189 | Jetpura to Bhil Khera |
| 190 | Rased to Mata Ji Ka Khera |
| 191 | NH-758 to Indokiya Ka Jhupda Road |
| 192 | Jawal to Nohra Gurjaron Ka |
| 193 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20Nominal mix (1:2:4) |
| 194 | Jetpura to Bhil Khera |
| 195 | Rased to Mata Ji Ka Khera |
| 196 | NH-758 to Indokiya Ka Jhupda Road |
| 197 | Jawal to Nohra Gurjaron Ka |
| 198 | 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 75 mm thick |
| 199 | Jetpura to Bhil Khera |
| 200 | Rased to Mata Ji Ka Khera |
| 201 | NH-758 to Indokiya Ka Jhupda Road |
| 202 | Jawal to Nohra Gurjaron Ka |
| 203 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \"AA\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete asper approved design etc. for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000mm x 800mm x 100mm |
| 204 | Jetpura to Bhil Khera |
| 205 | Rased to Mata Ji Ka Khera |
| 206 | NH-758 to Indokiya Ka Jhupda Road |
| 207 | Jawal to Nohra Gurjaron Ka |
| 208 | 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 |
| 209 | Jetpura to Bhil Khera |
| 210 | PART \"E\" Miscellaneous work (BT & CC Junction, Ramp)Construction of embankment with approved material obtained from borrow pitswithaliftupto1.5m,transportingtosite,spreading,gradingto required slope and compactingtomeetrequirementofTables300.1and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5 |
| 211 | Jetpura to Bhil Khera |
| 212 | NH-758 to Indokiya Ka Jhupda Road |
| 213 | 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III Material |
| 214 | Jetpura to Bhil Khera |
| 215 | NH-758 to Indokiya Ka Jhupda Road |
| 216 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406.By Mechanical Means with 1 km lead |
| 217 | Jetpura to Bhil Khera |
| 218 | NH-758 to Indokiya Ka Jhupda Road |
| 219 | 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 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502 |
| 220 | Jetpura to Bhil Khera |
| 221 | NH-758 to Indokiya Ka Jhupda Road |
| 222 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503. |
| 223 | Jetpura to Bhil Khera |
| 224 | NH-758 to Indokiya Ka Jhupda Road |
| 225 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Specification Clause 504.Bitumen (VG-30) |
| 226 | Jetpura to Bhil Khera |
| 227 | NH-758 to Indokiya Ka Jhupda Road |
| 228 | 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 Viscosity 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 506 & 512.2.4 Waste Plastic @ 8% of bitumen. Case -II By mechnical means Case -II Bymechnical means Bitumen VG-30 |
| 229 | Jetpura to Bhil Khera |
| 230 | NH-758 to Indokiya Ka Jhupda Road |
| 231 | 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 Case - II : Type B Bitumen (VG-30) |
| 232 | Jetpura to Bhil Khera |
| 233 | NH-758 to Indokiya Ka Jhupda Road |
| 234 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 235 | Jetpura to Bhil Khera |
| 236 | NH-758 to Indokiya Ka Jhupda Road |
| 237 | ConstructionofpanelconcretepavementM-40gradeforThin WhiteTopping(ThicknessgreaterthanI00mmandlessthan 200 mm)Construction of short paneled un reinforced,plain cement concretepavement(ThinwhiteToppingasperIRC:SP:76- 2015):M-40gradeconcreteoverapreparedsubbaseorover bituminous 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 sideformwork(steelchannel,layingandfixingof125micron thickpolythenefilm,wedges,steelplatesincludinglevellingthe formworkasperdrawing),spreadingtheconcretewithshovels, rakes,compactedusingneedle,screedandplatevibratorsand finished in continuous operation including provision of contraction andexpansion,constructionjoints,applyingdebondingstrips, primer,sealant,dowelbars,nearapproachestobridge/culvert and construction joints, admixture as approved, curing of concreteslabs for 14days, usingcuring compound(where specified)andwaterincludingvaccumdewateringprocesswith allrequiredequipments,finishingtolinesandgradeasper drawingandMoRDspecificationClause1501complete 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 be paid separately as per item no 6.8 |
| 238 | Jetpura to Bhil Khera |
| 239 | NH-758 to Indokiya Ka Jhupda Road |
| 240 | Add GST (18%) on Total Costruction Cost |
| 241 | Routine Mainteenance work After Completion of works for Five Year Fixed Amount |
| 242 | For 1st Year (0.68%) |
| 243 | For 2nd Year (0.87%) |
| 244 | For 3rd Year (1.12%) |
| 245 | For 4th Year (1.31%) |
| 246 | For 5th Year (1.52%) |
| 247 | Add GST (18%) on Total Maintenance Cost |
