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| Sl. No. | Item Description |
| 1 | 1.T11-TR Hathidunga PMGSY road to Tafel via Gangyap |
| 2 | Hill Cutting |
| 3 | 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 Technical Specification Clause 201. |
| 4 | By manual means |
| 5 | In area of non thorny jungle 50% |
| 6 | In area of thorny jungle 50% |
| 7 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 8 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 9 | Pavement Works |
| 10 | Loosening 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 Technical Specification Clause 303.5.2. |
| 11 | Loosening of ground upto a level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of tables 300.1 & 300.2 for sub grade construction as per technical specification clause 303.5.2 |
| 12 | 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 303.1 |
| 13 | Sub-Grade |
| 14 | GSB Shoulder |
| 15 | SUB-BASE |
| 16 | Cement Treated Sub-Base (CTSB) |
| 17 | Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading |
| 18 | BASE COURSE |
| 19 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means) |
| 20 | BASE LAYER |
| 21 | Cement Treated base ( CTB) |
| 22 | Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading |
| 23 | Bituminous Works |
| 24 | Prime Coat ( Medium Porosity) |
| 25 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 26 | Tack Coat |
| 27 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per TechnicalSpecification Clause 503. |
| 28 | Surface Course |
| 29 | MSS ( Mix Seal Surfacing) |
| 30 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen 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 Technical Specification Clause 509 |
| 31 | By Manual Means (II) Bitumen (S-65) |
| 32 | Carriage of Stock Material (CTB & CTSB) |
| 33 | Loading |
| 34 | Unloading |
| 35 | Haulage 70km lead Surface Road |
| 36 | Carriage of Stock Material (MSS) |
| 37 | Loading |
| 38 | Unloading |
| 39 | Haulage 120 km lead Surface Road |
| 40 | Carriage of Non-Stock Material (Stone Chips) CTB & CTSB |
| 41 | Loading |
| 42 | Unoading |
| 43 | Haulage 50 km lead Surface Road |
| 44 | Carriage of Non-Stock Material (Stone Chips) MSS |
| 45 | Loading |
| 46 | Unloading |
| 47 | Haulage 120 km lead Surface Road |
| 48 | ROAD SIGNAGE |
| 49 | Providing and fixing of typical PMGSY 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 |
| 50 | Fixing of road cautionary Sign |
| 51 | i) 900mm equilateral triangle |
| 52 | Ordinary Kilometer Stone (Precast) |
| 53 | 200 m stone (precast) |
| 54 | 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 |
| 55 | Edge line marking |
| 56 | Total |
| 57 | Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) |
| 58 | Drain |
| 59 | Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stone complete as per the direction of Engineer in Charge. |
| 60 | Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge. |
| 61 | Carriage of Stock Material ( Cement) |
| 62 | Loading |
| 63 | Unloading |
| 64 | Haulage on Surface Road 50km |
| 65 | Carriage of Non-Stock Material ( Aggregate) |
| 66 | Loading |
| 67 | Unloading |
| 68 | Haulage on Surface Road 50km |
| 69 | Carriage of Non-Stock Material ( Stone) |
| 70 | Loading |
| 71 | Unloading |
| 72 | Haulage on Surface Road 30km |
| 73 | Carriage of Non-Stock Material ( Sand) |
| 74 | Loading |
| 75 | Unloading |
| 76 | Haulage on Surface Road 50km |
| 77 | Protective work (Retaining wall & Breast Wall) |
| 78 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side |
| 79 | Carriage of Spoils |
| 80 | Loading |
| 81 | Unloading |
| 82 | Haulage |
| 83 | Earthwork 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 suitable material. |
| 84 | Carriage of Spoils |
| 85 | Loading |
| 86 | Unloading |
| 87 | Haulage |
| 88 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Manual Means) |
| 89 | Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:2:4 mix. (1 cement, 2 coarse sand, 4 stone aggregate of 20mm & down size) Hand mixing. |
| 90 | Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. |
| 91 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 92 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 93 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 94 | 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 |
| 95 | Carriage of Stock Material ( Cement) |
| 96 | Loading |
| 97 | Unloading |
| 98 | Haulage on Surface Road 50km |
| 99 | Carriage of Non-Stock Material ( Stone) |
| 100 | Loading |
| 101 | Unloading |
| 102 | Haulage on Surface Road 30km |
| 103 | Carriage of Non-Stock Material ( Aggregate) |
| 104 | Loading |
| 105 | Unloading |
| 106 | Haulage on Surface Road 50km |
| 107 | Carriage of Non-Stock Material ( Sand) |
| 108 | Loading |
| 109 | Unloading |
| 110 | Haulage on Surface Road 50km |
| 111 | RCC SLAB CULVERT |
| 112 | Earthwork 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 suitable material. Ordinary soil Upto 3 m depth |
| 113 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means) |
| 114 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-10) |
| 115 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-15) |
| 116 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:3) Coursed Rubble masonry 1st sort) |
| 117 | Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. |
| 118 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M-25) |
| 119 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 120 | 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 technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge |
| 121 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications |
| 122 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material |
| 123 | Carriage of Stock Material ( Cement) |
| 124 | Loading & Unloading |
| 125 | Haulage on Surface Road 50km |
| 126 | Carriage of Stock Material ( Steel) |
| 127 | Loading & Unloading |
| 128 | Haulage on Surface Road 50km |
| 129 | Carriage of Non-Stock Material ( Sand) |
| 130 | Loading & Unloading |
| 131 | Haulage on Surface Road 50km |
| 132 | Carriage of Non-Stock Material ( Aggregate) |
| 133 | Loading & Unloading |
| 134 | Haulage on Surface Road 50km |
| 135 | Carriage of Non-Stock Material ( Stone) |
| 136 | Loading & Unloading |
| 137 | Haulage on Surface Road 30km |
| 138 | 2. MRL05-Lower Khaniserbong to Sirbung Pucharey |
| 139 | Pavement Works |
| 140 | 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 Technical Specification Clause 201. |
| 141 | Filling Quantity |
| 142 | Earthwork in Hill Road |
| 143 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 144 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 145 | Embankment/Sub-Grade |
| 146 | Compacting original ground supporting subgrade Loosening 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 Technical Specification Clause 303.5.2. |
| 147 | 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 303.1 |
| 148 | Sub-Grade |
| 149 | Earthen Shoulder |
| 150 | GSB Shoulder |
| 151 | SUB-BASE |
| 152 | Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading |
| 153 | Add Extra widening at Curve & Bends |
| 154 | BASE LAYER |
| 155 | Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading |
| 156 | BITUMINOUS WORKS |
| 157 | Prime Coat |
| 158 | Low porosity |
| 159 | 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 Technical Specification Clause 502 |
| 160 | Tack Coat |
| 161 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per TechnicalSpecification Clause 503 |
| 162 | Surface Course |
| 163 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen 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 Technical Specification Clause 509 |
| 164 | By Manual Means (II) Bitumen (S-65) |
| 165 | Haulage |
| 166 | Carriage for Stock & Non Stock Material |
| 167 | Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion) |
| 168 | Carriage on Surface road |
| 169 | Carriage on Un Surface road |
| 170 | Loading & Unloading |
| 171 | b) Stone Chips For MSS |
| 172 | Taking the density of stone chips=1870kg/m3 |
| 173 | Carriage on Surface road |
| 174 | Carriage on Un Surface road |
| 175 | Loading & Unloading |
| 176 | c) Stone Chips For GSB Vide Item 4a |
| 177 | 53 mm to 9.5 mm @ 50 per cent |
| 178 | 9.5 mm to 2.36 mm @ 20 per cent |
| 179 | 2.36 mm below @ 30 per cent |
| 180 | Taking the density of stone chips=1870kg/m3 |
| 181 | 53 mm to 22.4 mm |
| 182 | Type B11.2 mm for grading-III |
| 183 | Binding Material @ 0.06cum per 10 sqm for grading II material |
| 184 | Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB) |
| 185 | Taking the density of cement=1440kg/m3 |
| 186 | Carriage on Surface road |
| 187 | Carriage on Un Surface road |
| 188 | Loading & Unloading |
| 189 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. |
| 190 | a) Stone Chips For CTB |
| 191 | Taking the density of stone chips=1870kg/m3 |
| 192 | Carriage on Surface road |
| 193 | Carriage on Un Surface road |
| 194 | Loading & Unloading |
| 195 | Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CTSB) |
| 196 | Taking the density of cement=1440kg/m3 |
| 197 | Carriage on Surface road |
| 198 | Carriage on Un Surface road |
| 199 | Loading & Unloading |
| 200 | b) Stone Chips For CTSB |
| 201 | Taking the density of stone chips=1870kg/m3 |
| 202 | Carriage on Surface road |
| 203 | Carriage on Un Surface road |
| 204 | Loading & Unloading |
| 205 | Throwing Of spoils obtained from the earthwork with 1km distance |
| 206 | Vide item no 2b |
| 207 | Carriage on Un Surface road |
| 208 | Loading & Unloading |
| 209 | ROAD SIGNAGE |
| 210 | Providing and fixing of typical PMGSY 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 |
| 211 | Fixing of citizen board |
| 212 | Maintenance Information board |
| 213 | Fixing of road cautionary Sign |
| 214 | i) 900mm equilateral triangle |
| 215 | ii) 600mm Circular |
| 216 | Ordinary Kilometer Stone (Precast) |
| 217 | 200 m stone (precast) |
| 218 | Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting,2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm 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 Technical Specification Clause 1701 |
| 219 | 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 |
| 220 | Edge line marking |
| 221 | Stop line marking |
| 222 | Total |
| 223 | Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) |
| 224 | Total |
| 225 | Slip Clearance |
| 226 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side (to be paid on actual) |
| 227 | Drain |
| 228 | Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stone complete as per the direction of Engineer in Charge. |
| 229 | Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge. |
| 230 | Cost of Haulage for Stock materials Excluding Loading and Unloading |
| 231 | Carriage on Surface road |
| 232 | Carriage on Un Surface road |
| 233 | Loading & Unloading |
| 234 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand) |
| 235 | Taking the avarage density of sand=1840kg/m3 |
| 236 | Carriage on Surface road |
| 237 | Carriage on Un Surface road |
| 238 | Loading & Unloading |
| 239 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone Chips |
| 240 | Taking the density of stone chips=1870kg/m3 |
| 241 | Carriage on Surface road |
| 242 | Carriage on Un Surface road |
| 243 | Loading & Unloading |
| 244 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone |
| 245 | Taking the avarage density of Stone=2200kg/m3 |
| 246 | Carriage on Surface road |
| 247 | Carriage on Un Surface road |
| 248 | Loading & Unloading |
| 249 | Breast Wall |
| 250 | Earthwork 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 suitable material |
| 251 | 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 (Hand mixing) |
| 252 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:3) |
| 253 | Backfilling behind abutment,wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 Sandy Material |
| 254 | 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 technical specification Clause 1204.3.8 |
| 255 | 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 |
| 256 | Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) |
| 257 | Carriage on Surface road |
| 258 | Carriage on Un Surface road |
| 259 | Loading & Unloading |
| 260 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand) |
| 261 | Taking the avarage density of sand=1840kg/m3 |
| 262 | Carriage on Surface road |
| 263 | Carriage on Un Surface road |
| 264 | Loading & Unloading |
| 265 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone Chips |
| 266 | Taking the density of stone chips=1870kg/m3 |
| 267 | Carriage on Surface road |
| 268 | Carriage on Un Surface road |
| 269 | Loading & Unloading |
| 270 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone |
| 271 | Taking the avarage density of Stone=2200kg/m3 |
| 272 | Carriage on Surface road |
| 273 | Carriage on Un Surface road |
| 274 | Loading & Unloading |
| 275 | Breast Wall |
| 276 | Earthwork 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 suitable material |
| 277 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means) |
| 278 | 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 (Hand mixing) |
| 279 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:3) |
| 280 | Backfilling behind abutment,wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 Sandy Material |
| 281 | 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 technical specification Clause 1204.3.8 |
| 282 | 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 |
| 283 | Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) |
| 284 | Carriage on Surface road |
| 285 | Carriage on Un Surface road |
| 286 | Loading & Unloading |
| 287 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand) |
| 288 | Taking the avarage density of sand=1840kg/m3 |
| 289 | Carriage on Surface road |
| 290 | Carriage on Un Surface road |
| 291 | Loading & Unloading |
| 292 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone Chips |
| 293 | Taking the density of stone chips=1870kg/m3 |
| 294 | Carriage on Surface road |
| 295 | Carriage on Un Surface road |
| 296 | Loading & Unloading |
| 297 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading Of Stone |
| 298 | Taking the avarage density of Stone=2200kg/m3 |
| 299 | Carriage on Surface road |
| 300 | Carriage on Un Surface road |
| 301 | Loading & Unloading |
| 302 | Boulder Apron |
| 303 | Earthwork 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 suitable material |
| 304 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means) |
| 305 | Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete |
| 306 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS;280 and IS 4826 In 100X100MM( Woven diagonally )including 10 percent extra for laps and joints laid with stone boulder Weighing not less than 25kg each as per drawings and technical specifications clause 130 |
| 307 | Carriage of Stock Materials |
| 308 | Cement and GI Wire |
| 309 | Carriage on Surface road |
| 310 | Carriage on Un Surface road |
| 311 | Loading & Unloading |
| 312 | Carriage of Non- stock materials by mechanical means(Sand): |
| 313 | Surface road |
| 314 | Un Surface road |
| 315 | loading and unloading |
| 316 | Carriage of Non- stock materials by mechanical means(Stone): |
| 317 | Taking density of Stone :2200kg/m3 |
| 318 | Carriage on Surface road |
| 319 | Carriage on Un Surface road |
| 320 | Loading & Unloading |
| 321 | Carriage of Non- stock materials by mechanical means(Stone chips): |
| 322 | Taking the avarage density of stone chips=1870kg/m3 |
| 323 | Carriage on Surface road |
| 324 | Carriage on Un Surface road |
| 325 | Loading & Unloading |
| 326 | Retaining Wall(2M) |
| 327 | Earthwork 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 suitable material |
| 328 | 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 (Hand mixing) |
| 329 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:3) |
| 330 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material |
| 331 | 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 technical specification Clause 1204.3.8 |
| 332 | 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 |
| 333 | Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) |
| 334 | Carriage on Surface road |
| 335 | Carriage on Un Surface road |
| 336 | Loading & Unloading |
| 337 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand) |
| 338 | Taking the density of sand=1840kg/m3 |
| 339 | Carriage on Surface road |
| 340 | Carriage on Un Surface road |
| 341 | Loading & Unloading |
| 342 | Carriage of Non- stock materials by mechanical means(Stone chips): |
| 343 | Taking the average density of stone chips = 1870kg/cum |
| 344 | Carriage on Surface road |
| 345 | Carriage on Un Surface road |
| 346 | Loading & Unloading |
| 347 | Carriage of Non- stock materials by mechanical means(Stone): |
| 348 | Taking density of Stone :2200kg/m3 |
| 349 | Carriage on Surface road |
| 350 | Carriage on Un Surface road |
| 351 | Loading & Unloading |
| 352 | Retaining WALL (3M) |
| 353 | Earthwork 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 suitable material |
| 354 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means) |
| 355 | 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 (Hand mixing) |
| 356 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:3) |
| 357 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material |
| 358 | 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 technical specification Clause 1204.3.8 |
| 359 | 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 |
| 360 | Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) |
| 361 | Carriage on Surface road |
| 362 | Carriage on Un Surface road |
| 363 | Loading & Unloading |
| 364 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand) |
| 365 | Taking the density of sand=1840kg/m3 |
| 366 | Carriage on Surface road |
| 367 | Carriage on Un Surface road |
| 368 | Loading & Unloading |
| 369 | Carriage of Non- stock materials by mechanical means(Stone chips): |
| 370 | Taking the average density of stone chips = 1870kg/cum |
| 371 | Carriage on Surface road |
| 372 | Carriage on Un Surface road |
| 373 | Loading & Unloading |
| 374 | Carriage of Non- stock materials by mechanical means(Stone): |
| 375 | Taking density of Stone :2200kg/m3 |
| 376 | Carriage on Surface road |
| 377 | Carriage on Un Surface road |
| 378 | Loading & Unloading |
| 379 | RCC SLAB CULVERT(1MX1M) |
| 380 | At RD-0/002,0/100,0/144,0/202,0/237,0/348,0/500,0/612,0/743,0/882,0/954,1/225,2/000,2/230,2/264,2/650, , , |
| 381 | Earthwork 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 suitable material. Ordinary soil Upto 3 m depth |
| 382 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means) |
| 383 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 384 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 385 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:3) Coursed Rubble masonry 1st sort) |
| 386 | Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. |
| 387 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 388 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 389 | 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 technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge |
| 390 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications |
| 391 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material |
| 392 | Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) |
| 393 | Carriage on Surface road |
| 394 | Carriage on Un Surface road |
| 395 | Loading & Unloading |
| 396 | Steel |
| 397 | Carriage on Surface road |
| 398 | Carriage on Un Surface road |
| 399 | Loading & Unloading |
| 400 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand) |
| 401 | Taking the density of sand=1840kg/m3 |
| 402 | Carriage on Surface road |
| 403 | Carriage on Un Surface road |
| 404 | Loading & Unloading |
| 405 | Carriage of Non- stock materials by mechanical means(Stone chips): |
| 406 | Taking the average density of stone chips = 1870kg/cum |
| 407 | Carriage on Surface road |
| 408 | Carriage on Un Surface road |
| 409 | Loading & Unloading |
| 410 | Carriage of Non- stock materials by mechanical means(Stone): |
| 411 | Taking density of Stone :2200kg/m3 |
| 412 | Carriage on Surface road |
| 413 | Carriage on Un Surface road |
| 414 | Loading & Unloading |
| 415 | 3. T09-Zeel PMGSY Road to Neejgaon |
| 416 | Hill Cutting |
| 417 | 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 Technical Specification Clause 201. |
| 418 | By manual means |
| 419 | In area of non thorny jungle 50% |
| 420 | In area of thorny jungle 50% |
| 421 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 422 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 423 | Pavement Works |
| 424 | Loosening 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 Technical Specification Clause 303.5.2. |
| 425 | 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 303.1 |
| 426 | Sub-Grade |
| 427 | GSB Shoulder |
| 428 | SUB-BASE |
| 429 | Cement Treated Sub-Base (CTSB) |
| 430 | Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading |
| 431 | BASE COURSE |
| 432 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means) |
| 433 | BASE LAYER |
| 434 | Cement Treated base ( CTB) |
| 435 | Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading |
| 436 | Bituminous Works |
| 437 | Prime Coat ( Medium Porosity) |
| 438 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 439 | Tack Coat |
| 440 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per TechnicalSpecification Clause 503. |
| 441 | Surface Course |
| 442 | MSS ( Mix Seal Surfacing) |
| 443 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen 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 Technical Specification Clause 509 |
| 444 | By Manual Means (II) Bitumen (S-65) |
| 445 | Carriage of Stock Material (CTB & CTSB) Cement |
| 446 | Loading |
| 447 | Unloading |
| 448 | Haulage 50 km lead Surface Road |
| 449 | Carriage of Stock Material (MSS) Bitumen |
| 450 | Loading |
| 451 | Unloading |
| 452 | Haulage 120 km lead Surface Road |
| 453 | Carriage of Non-Stock Material (Stone Chips) CTB & CTSB |
| 454 | Loading |
| 455 | Unoading |
| 456 | Haulage 50 km lead Surface Road |
| 457 | Carriage of Non-Stock Material (Stone Chips) MSS |
| 458 | Loading |
| 459 | Unloading |
| 460 | Haulage 120 km lead Surface Road |
| 461 | Carriage of Non-Stock Material (Stone )Soling |
| 462 | Loading |
| 463 | Unloading |
| 464 | Haulage 30 km lead Surface Road |
| 465 | ROAD SIGNAGE |
| 466 | Providing and fixing of typical PMGSY 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 |
| 467 | Fixing of road cautionary Sign |
| 468 | i) 900mm equilateral triangle |
| 469 | Ordinary Kilometer Stone (Precast) |
| 470 | 200 m stone (precast) |
| 471 | 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 |
| 472 | Edge line marking |
| 473 | Total |
| 474 | Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) |
| 475 | Total |
| 476 | Drain |
| 477 | Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stone complete as per the direction of Engineer in Charge. |
| 478 | Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge. |
| 479 | Carriage of Stock Material ( Cement) |
| 480 | Loading |
| 481 | Unloading |
| 482 | Haulage on Surface Road 50km |
| 483 | Carriage of Non-Stock Material ( Aggregate) |
| 484 | Loading |
| 485 | Unloading |
| 486 | Haulage on Surface Road 50km |
| 487 | Carriage of Non-Stock Material ( Stone) |
| 488 | Loading |
| 489 | Unloading |
| 490 | Haulage on Surface Road 30km |
| 491 | Carriage of Non-Stock Material ( Sand) |
| 492 | Loading |
| 493 | Unloading |
| 494 | Haulage on Surface Road 50km |
| 495 | Protective work (Retaining wall & Breast Wall) |
| 496 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side |
| 497 | Carriage of Spoils |
| 498 | Loading |
| 499 | Unloading |
| 500 | Haulage 1km |
| 501 | Carriage of Spoils |
| 502 | Loading & Unloading |
| 503 | Haulage 6.50km |
| 504 | Earthwork 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 suitable material. |
| 505 | Carriage of Spoils |
| 506 | Loading |
| 507 | Unloading |
| 508 | Haulage |
| 509 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Manual Means) |
| 510 | Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:2:4 mix. (1 cement, 2 coarse sand, 4 stone aggregate of 20mm & down size) Hand mixing. |
| 511 | Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. |
| 512 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 513 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 514 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 515 | 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 |
| 516 | Carriage of Stock Material ( Cement) |
| 517 | Loading |
| 518 | Unloading |
| 519 | Haulage on Surface Road 50km |
| 520 | Carriage of Non-Stock Material ( Stone) |
| 521 | Loading |
| 522 | Unloading |
| 523 | Haulage on Surface Road 40km |
| 524 | Carriage of Non-Stock Material ( Aggregate) |
| 525 | Loading |
| 526 | Unloading |
| 527 | Haulage on Surface Road 40km |
| 528 | Carriage of Non-Stock Material ( Sand) |
| 529 | Loading |
| 530 | Unloading |
| 531 | Haulage on Surface Road 50km |
| 532 | RCC SLAB CULVERT |
| 533 | Earthwork 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 suitable material. Ordinary soil Upto 3 m depth |
| 534 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means) |
| 535 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-10) |
| 536 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-15) |
| 537 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 538 | Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. |
| 539 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M-25) |
| 540 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 541 | 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 technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge |
| 542 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications |
| 543 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material |
| 544 | Carriage of Stock Material ( Cement) |
| 545 | Loading & Unloading |
| 546 | Haulage on Surface Road 50km |
| 547 | Carriage of Stock Material ( Steel) |
| 548 | Loading & Unloading |
| 549 | Haulage on Surface Road 50km |
| 550 | Carriage of Non-Stock Material ( Sand) |
| 551 | Loading & Unloading |
| 552 | Haulage on Surface Road 50km |
| 553 | Carriage of Non-Stock Material ( Aggregate) |
| 554 | Loading & Unloading |
| 555 | Haulage on Surface Road 50km |
| 556 | Carriage of Non-Stock Material ( Stone) |
| 557 | Loading & Unloading |
| 558 | Haulage on Surface Road 30km |
| 559 | 4. MRL02-MRL Chuchen Mangbir to Joredhara |
| 560 | Hill Cutting |
| 561 | 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 Technical Specification Clause 201. |
| 562 | By manual means |
| 563 | In area of non thorny jungle 50% |
| 564 | In area of thorny jungle 50% |
| 565 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 566 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 567 | Pavement Works |
| 568 | Loosening 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 Technical Specification Clause 303.5.2. |
| 569 | 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 303.1 |
| 570 | Sub-Grade |
| 571 | GSB Shoulder |
| 572 | SUB-BASE |
| 573 | Cement Treated Sub-Base (CTSB) |
| 574 | Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading |
| 575 | BASE COURSE |
| 576 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means) |
| 577 | BASE LAYER |
| 578 | Cement Treated base ( CTB) |
| 579 | Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading |
| 580 | Bituminous Works |
| 581 | Prime Coat ( Medium Porosity) |
| 582 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 583 | Tack Coat |
| 584 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per TechnicalSpecification Clause 503. |
| 585 | Surface Course |
| 586 | MSS ( Mix Seal Surfacing) |
| 587 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen 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 Technical Specification Clause 509 |
| 588 | By Manual Means (II) Bitumen (S-65) |
| 589 | Carriage of Stock Material (CTB & CTSB) Cement |
| 590 | Loading |
| 591 | Unloading |
| 592 | Haulage 110km lead Surface Road |
| 593 | Carriage of Stock Material (MSS) Bitumen |
| 594 | Loading |
| 595 | Unloading |
| 596 | Haulage 110 km lead Surface Road |
| 597 | Carriage of Non-Stock Material (Stone Chips) CTB & CTSB |
| 598 | Loading |
| 599 | Unoading |
| 600 | Haulage 50 km lead Surface Road |
| 601 | Carriage of Non-Stock Material (Stone Chips) MSS |
| 602 | Loading |
| 603 | Unloading |
| 604 | Haulage 120 km lead Surface Road |
| 605 | Carriage of Non-Stock Material (Stone )Soling |
| 606 | Loading |
| 607 | Unloading |
| 608 | Haulage 40 km lead Surface Road |
| 609 | ROAD SIGNAGE |
| 610 | Providing and fixing of typical PMGSY 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 |
| 611 | Fixing of road cautionary Sign |
| 612 | i) 900mm equilateral triangle |
| 613 | Ordinary Kilometer Stone (Precast) |
| 614 | 200 m stone (precast) |
| 615 | 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 |
| 616 | Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) |
| 617 | Drain |
| 618 | Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stone complete as per the direction of Engineer in Charge. |
| 619 | Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge. |
| 620 | Carriage of Stock Material ( Cement) |
| 621 | Loading |
| 622 | Unloading |
| 623 | Haulage on Surface Road 110km |
| 624 | Carriage of Non-Stock Material ( Aggregate) |
| 625 | Loading |
| 626 | Unloading |
| 627 | Haulage on Surface Road 40km |
| 628 | Carriage of Non-Stock Material ( Stone) |
| 629 | Loading |
| 630 | Unloading |
| 631 | Haulage on Surface Road 40km |
| 632 | Carriage of Non-Stock Material ( Sand) |
| 633 | Loading |
| 634 | Unloading |
| 635 | Haulage on Surface Road 50km |
| 636 | Protective work (Retaining wall & Breast Wall) |
| 637 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side |
| 638 | Carriage of Spoils |
| 639 | Loading |
| 640 | Unloading |
| 641 | Haulage |
| 642 | Earthwork 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 suitable material. |
| 643 | Carriage of Spoils |
| 644 | Loading |
| 645 | Unloading |
| 646 | Haulage |
| 647 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Manual Means) |
| 648 | Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:2:4 mix. (1 cement, 2 coarse sand, 4 stone aggregate of 20mm & down size) Hand mixing. |
| 649 | Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. |
| 650 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 651 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 652 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 653 | 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 |
| 654 | Carriage of Stock Material ( Cement) |
| 655 | Loading |
| 656 | Unloading |
| 657 | Haulage on Surface Road 110km |
| 658 | Carriage of Non-Stock Material ( Stone) |
| 659 | Loading |
| 660 | Unloading |
| 661 | Haulage on Surface Road 40km |
| 662 | Carriage of Non-Stock Material ( Aggregate) |
| 663 | Loading |
| 664 | Unloading |
| 665 | Haulage on Surface Road 40km |
| 666 | Carriage of Non-Stock Material ( Sand) |
| 667 | Loading |
| 668 | Unloading |
| 669 | Haulage on Surface Road 50km |
| 670 | RCC SLAB CULVERT |
| 671 | Earthwork 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 suitable material. Ordinary soil Upto 3 m depth |
| 672 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means) |
| 673 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-10) |
| 674 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-15) |
| 675 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:3) Coursed Rubble masonry 1st sort) |
| 676 | Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. |
| 677 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M-25) |
| 678 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 679 | 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 technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge |
| 680 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications |
| 681 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material |
| 682 | Carriage of Stock Material ( Cement) |
| 683 | Loading & Unloading |
| 684 | Haulage on Surface Road 110km |
| 685 | Carriage of Stock Material ( Steel) |
| 686 | Loading & Unloading |
| 687 | Haulage on Surface Road 110km |
| 688 | Carriage of Non-Stock Material ( Sand) |
| 689 | Loading & Unloading |
| 690 | Haulage on Surface Road 40km |
| 691 | Carriage of Non-Stock Material ( Aggregate) |
| 692 | Loading & Unloading |
| 693 | Haulage on Surface Road 40km |
| 694 | Carriage of Non-Stock Material ( Stone) |
| 695 | Loading & Unloading |
| 696 | Haulage on Surface Road 30km |
| 697 | Haulage on Surface Road 4km Please Enable Macros to View BoQ information |
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