|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201. By Mechanical Means In area of thorny jungle |
| 2 | T01-AR to Harisingh Ka Khera |
| 3 | T02-Sarod to Naykhera |
| 4 | T03-Taraj Bareda road to Borkheri |
| 5 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 6 | Total |
| 7 | Construction 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. |
| 8 | T01-AR to Harisingh Ka Khera |
| 9 | T02-Sarod to Naykhera |
| 10 | T03-Taraj Bareda road to Borkheri |
| 11 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 12 | Total |
| 13 | 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 equirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5 |
| 14 | T01-AR to Harisingh Ka Khera |
| 15 | T02-Sarod to Naykhera |
| 16 | T03-Taraj Bareda road to Borkheri |
| 17 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 18 | Total |
| 19 | 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 MoRD Specification Clause303 |
| 20 | T01-AR to Harisingh Ka Khera |
| 21 | T02-Sarod to Naykhera |
| 22 | T03-Taraj Bareda road to Borkheri |
| 23 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 24 | Total |
| 25 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete Earth, Sand, Morrum manure or sludge For 5 Km |
| 26 | T01-AR to Harisingh Ka Khera |
| 27 | T02-Sarod to Naykhera |
| 28 | T03-Taraj Bareda road to Borkheri |
| 29 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 30 | Total |
| 31 | 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 methodwith 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 |
| 32 | T01-AR to Harisingh Ka Khera |
| 33 | T02-Sarod to Naykhera |
| 34 | T03-Taraj Bareda road to Borkheri |
| 35 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 36 | Total |
| 37 | 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 I Material |
| 38 | T01-AR to Harisingh Ka Khera |
| 39 | T02-Sarod to Naykhera |
| 40 | T03-Taraj Bareda road to Borkheri |
| 41 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 42 | Total |
| 43 | 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 inuniform 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 thedesired 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 |
| 44 | T01-AR to Harisingh Ka Khera |
| 45 | T02-Sarod to Naykhera |
| 46 | T03-Taraj Bareda road to Borkheri |
| 47 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 48 | Total |
| 49 | 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 |
| 50 | T01-AR to Harisingh Ka Khera |
| 51 | T02-Sarod to Naykhera |
| 52 | T03-Taraj Bareda road to Borkheri |
| 53 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 54 | Total |
| 55 | 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. |
| 56 | T01-AR to Harisingh Ka Khera |
| 57 | T02-Sarod to Naykhera |
| 58 | T03-Taraj Bareda road to Borkheri |
| 59 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 60 | Total |
| 61 | Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregate @ 0.3375 cum/10 Sqm using Viscosity grade bitumen @ 23.75 Kg/10 sqm 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 8-10 kN static roller and finishing to required level and grades as per MoRD Specification Clause 507 By Mechnical Means Type B |
| 62 | T01-AR to Harisingh Ka Khera |
| 63 | T02-Sarod to Naykhera |
| 64 | T03-Taraj Bareda road to Borkheri |
| 65 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 66 | Total |
| 67 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 of MoRTH Specification, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 68 | T01-AR to Harisingh Ka Khera |
| 69 | T02-Sarod to Naykhera |
| 70 | T03-Taraj Bareda road to Borkheri |
| 71 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 72 | Total |
| 73 | 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 cement concrete pavement (Thin white Topping as per IRC : SP: 76-2015) :M-40 grade concrete over a prepared sub base or over 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 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 operationincluding 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 withall 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 be paid separately as per item no 6.8 |
| 74 | T01-AR to Harisingh Ka Khera |
| 75 | T02-Sarod to Naykhera |
| 76 | T03-Taraj Bareda road to Borkheri |
| 77 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 78 | Total |
| 79 | Earthwork 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 suitable material. Ordinary soil Ordinary soil Upto 3 m depth |
| 80 | T01-AR to Harisingh Ka Khera |
| 81 | T02-Sarod to Naykhera |
| 82 | T03-Taraj Bareda road to Borkheri |
| 83 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 84 | Total |
| 85 | 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 |
| 86 | T01-AR to Harisingh Ka Khera |
| 87 | T02-Sarod to Naykhera |
| 88 | T03-Taraj Bareda road to Borkheri |
| 89 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 90 | Total |
| 91 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20 |
| 92 | T01-AR to Harisingh Ka Khera |
| 93 | T02-Sarod to Naykhera |
| 94 | T03-Taraj Bareda road to Borkheri |
| 95 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 96 | Total |
| 97 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRD specifications Clauses 1001 and 1202 |
| 98 | T01-AR to Harisingh Ka Khera |
| 99 | T02-Sarod to Naykhera |
| 100 | T03-Taraj Bareda road to Borkheri |
| 101 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 102 | Total |
| 103 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 1000 mm dia |
| 104 | T01-AR to Harisingh Ka Khera |
| 105 | T02-Sarod to Naykhera |
| 106 | T03-Taraj Bareda road to Borkheri |
| 107 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 108 | Total |
| 109 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height upto 5 m R.C.C grade M 20 |
| 110 | T01-AR to Harisingh Ka Khera |
| 111 | Total |
| 112 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height upto 5 m R.C.C. grade M 25 |
| 113 | T01-AR to Harisingh Ka Khera |
| 114 | Total |
| 115 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRD specification Clauses 1001 & 1202 |
| 116 | T01-AR to Harisingh Ka Khera |
| 117 | Total |
| 118 | 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 |
| 119 | T01-AR to Harisingh Ka Khera |
| 120 | Total |
| 121 | Providing and laying reinforced cement concrete in superstructure as per drawing and MoRD specifications Clauses 800, 1401.2 and 1401.4 For height upto 5 m R.C.C. Grade M 30 |
| 122 | T01-AR to Harisingh Ka Khera |
| 123 | Total |
| 124 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRD specifications Clauses 1001 and 1401 |
| 125 | T01-AR to Harisingh Ka Khera |
| 126 | Total |
| 127 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and MoRD specifications Clauses 800 and 1404.2.2 |
| 128 | T01-AR to Harisingh Ka Khera |
| 129 | Total |
| 130 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRD specifications Clauses 800 and 1404.4 Nominal mix (1:2.5:5) |
| 131 | T01-AR to Harisingh Ka Khera |
| 132 | Total |
| 133 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRD specifications Clauses 800and 1404.4 |
| 134 | T01-AR to Harisingh Ka Khera |
| 135 | Total |
| 136 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and MoRD specifications 1403.4 |
| 137 | T01-AR to Harisingh Ka Khera |
| 138 | Total |
| 139 | Providing and fillling joint sealing compound as per drawings and MoRD specifications with coarse sand and 6 per cent bitumen by weight. |
| 140 | T01-AR to Harisingh Ka Khera |
| 141 | Total |
| 142 | Drainage spouts complete as per drawing and MoRD specifications Clause 1404.5 |
| 143 | T01-AR to Harisingh Ka Khera |
| 144 | Total |
| 145 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD specification Clause 1206.3 |
| 146 | T01-AR to Harisingh Ka Khera |
| 147 | Total |
| 148 | Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1206.3 Sandy material |
| 149 | T01-AR to Harisingh Ka Khera |
| 150 | Total |
| 151 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and MoRD specifications Clauses 800, 900 and 1404.3.3 |
| 152 | T01-AR to Harisingh Ka Khera |
| 153 | Total |
| 154 | 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 |
| 155 | T01-AR to Harisingh Ka Khera |
| 156 | T02-Sarod to Naykhera |
| 157 | T03-Taraj Bareda road to Borkheri |
| 158 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 159 | Total |
| 160 | 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 as per approved design etc. for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 800mm x 75mm |
| 161 | T01-AR to Harisingh Ka Khera |
| 162 | T02-Sarod to Naykhera |
| 163 | T03-Taraj Bareda road to Borkheri |
| 164 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 165 | Total |
| 166 | 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 900 mm equilateral triangle |
| 167 | T01-AR to Harisingh Ka Khera |
| 168 | T02-Sarod to Naykhera |
| 169 | T03-Taraj Bareda road to Borkheri |
| 170 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 171 | Total |
| 172 | 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 600 mm equilateral triangle |
| 173 | T01-AR to Harisingh Ka Khera |
| 174 | T02-Sarod to Naykhera |
| 175 | T03-Taraj Bareda road to Borkheri |
| 176 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 177 | Total |
| 178 | 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 600 mm circular |
| 179 | T01-AR to Harisingh Ka Khera |
| 180 | T02-Sarod to Naykhera |
| 181 | T03-Taraj Bareda road to Borkheri |
| 182 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 183 | Total |
| 184 | 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 |
| 185 | T01-AR to Harisingh Ka Khera |
| 186 | T02-Sarod to Naykhera |
| 187 | T03-Taraj Bareda road to Borkheri |
| 188 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 189 | Total |
| 190 | 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 600 mm x 450 mm rectangular |
| 191 | T01-AR to Harisingh Ka Khera |
| 192 | T02-Sarod to Naykhera |
| 193 | T03-Taraj Bareda road to Borkheri |
| 194 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 195 | Total |
| 196 | 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 600 mm x 600 mm square |
| 197 | T01-AR to Harisingh Ka Khera |
| 198 | T02-Sarod to Naykhera |
| 199 | T03-Taraj Bareda road to Borkheri |
| 200 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 201 | Total |
| 202 | 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 |
| 203 | T01-AR to Harisingh Ka Khera |
| 204 | T02-Sarod to Naykhera |
| 205 | T03-Taraj Bareda road to Borkheri |
| 206 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 207 | Total |
| 208 | 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 .Thelettering 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 |
| 209 | T02-Sarod to Naykhera |
| 210 | T03-Taraj Bareda road to Borkheri |
| 211 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 212 | Total |
| 213 | 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 |
| 214 | T01-AR to Harisingh Ka Khera |
| 215 | T02-Sarod to Naykhera |
| 216 | T03-Taraj Bareda road to Borkheri |
| 217 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 218 | Total |
| 219 | 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 Ordinary Kilometer Stone (Precast) |
| 220 | T01-AR to Harisingh Ka Khera |
| 221 | T02-Sarod to Naykhera |
| 222 | T03-Taraj Bareda road to Borkheri |
| 223 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 224 | Total |
| 225 | 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 200 m stone (precast) |
| 226 | T01-AR to Harisingh Ka Khera |
| 227 | T02-Sarod to Naykhera |
| 228 | T03-Taraj Bareda road to Borkheri |
| 229 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 230 | Total |
| 231 | 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. |
| 232 | T01-AR to Harisingh Ka Khera |
| 233 | T02-Sarod to Naykhera |
| 234 | T03-Taraj Bareda road to Borkheri |
| 235 | T04-Bagher Bhimsagar Sarola road to Jawra |
| 236 | Total |
| 237 | Total Construction Part |
| 238 | Add GST (18%) on Total Costruction Cost |
| 239 | Total Construction Part with GST |
| 240 | Routine Mainteenance work After Completion of works for Five Year Fixed Amount |
| 241 | For 1st Year (0.68%) |
| 242 | For 2nd Year (0.87%) |
| 243 | For 3rd Year (1.12%) |
| 244 | For 4th Year (1.31%) |
| 245 | For 5th Year (1.52%) |
| 246 | TotalEstimated cost for Maintenance work |
| 247 | Add GST (18%) on Total Maintenance Cost |
| 248 | TotalEstimated cost for Maintenance work including GST |
