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| 1 | T04-Upper Khani Gaon to Majhitar Railway via Middle Khani Gaon |
| 2 | Pavement Works |
| 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 TechnicalSpecification Clause 201. |
| 4 | By Manual Means |
| 5 | In areas of non thorny jungle |
| 6 | In area of thorny jungle |
| 7 | Filling Quantity |
| 8 | Earthwork in Hill Road |
| 9 | 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 anda lead upto 20 m as per Technical Specification Clause 1603.1 |
| 10 | 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 alift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 11 | Throwing of Spoils (Loading & Unloading) by mechanical means |
| 12 | Loading |
| 13 | Unloading |
| 14 | Cost of haulage (1km) |
| 15 | Stone Soling for Road Works |
| 16 | Providing and laying hand packed stone soling in buildings works with cleanhard selected stones, all complete. (Manual Means) |
| 17 | Filling for road works |
| 18 | Filling by supplying filling materials from outside in road works, in layers not exceeding 20cm in depth excluding carriage of materials and including consolidation of each layer by ramming, watering etc all complete bymanual/mechanical means |
| 19 | Stone filling |
| 20 | Carriage of non stock materials (Stone) Lead = 40km |
| 21 | (Loading & Unloading) by mechanical means |
| 22 | Cost of haulage (5km) stone |
| 23 | Compacting Original Ground |
| 24 | Compacting original ground supporting sub-grade |
| 25 | 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 and300.2 for subgrade construction as per Technical Specification Clause 303.5.2. |
| 26 | Construction of Subgrade and Earthen Shoulders |
| 27 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 28 | GSB-I |
| 29 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 30 | By Mix in Place Method |
| 31 | (i) For Grading I Material(Shoulders portion) |
| 32 | Cement Treated Sub Base |
| 33 | Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404. |
| 34 | For 5 per cent quantity of cement by weight of soil |
| 35 | Cement Treated Base |
| 36 | Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form alayer of sub-base/base as per Technical Specification Clause 404. |
| 37 | For 5 per cent quantity of cement by weight of soil |
| 38 | Prime Coat |
| 39 | Medium porosity |
| 40 | 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 SpecificationClause 502. |
| 41 | Tack Coat |
| 42 | 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 Technical SpecificationClause 503. |
| 43 | Mix Seal Surfacing |
| 44 | 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 finishingto required level and grades as per Technical Specification Clause 509 |
| 45 | By Manual Means |
| 46 | Type A Bitumen (S-90) |
| 47 | Consumption of Stock Materials (cement): Lead : 30 km |
| 48 | Vide ITem - CTSB/CTB |
| 49 | Vide ITem - CTSB/CTB |
| 50 | Loading and Unloading of Cement by Manual Means |
| 51 | (i) Loading of Cement by manual means including a lead upto 30 m |
| 52 | (ii) Unloading of Cement by manual means including a lead upto 30 m |
| 53 | Cost of Haulage Excluding Loading and unloading.(For 30km) |
| 54 | Surfaced Road. |
| 55 | Consumption of Stock Materials (Bitumen Emulsion): Lead : 120 km |
| 56 | Vide Item- Prime coat |
| 57 | Vide Item-Tack coat |
| 58 | Vide Item-MSS |
| 59 | Loading and Unloading of Bitumen Drums by Manual Means |
| 60 | (i) Loading of Bitumen Drums by manual means including a lead upto 30 m |
| 61 | (ii) Unloading of Bitumen Drums by manual means including a lead upto 30 m |
| 62 | Cost of Haulage Excluding Loading and unloading.(For 120km) |
| 63 | Surfaced Road. |
| 64 | Carriage of non stock materials (Aggregates) Lead = 40km |
| 65 | Vide ITem - GSB (shoulders portion ) |
| 66 | Loading and Unloading Mechanical Means |
| 67 | (i) Loading by mechanical means including a lead upto 30 m |
| 68 | (ii) Unloading by mechanical means including a lead upto 30 m |
| 69 | Cost of Haulage Excluding Loading and unloading.(For 40km) |
| 70 | Surfaced Road. |
| 71 | Carriage of non stock materials (Stone) Lead = 40km |
| 72 | Vide ITem - stone soling |
| 73 | Loading and Unloading Mechanical Means |
| 74 | (i) Loading by mechanical means including a lead upto 30 m |
| 75 | (ii) Unloading by mechanical means including a lead upto 30 m |
| 76 | Cost of Haulage Excluding Loading and unloading.(For 40km) |
| 77 | Surfaced Road. |
| 78 | Carriage of non stock materials (stone chips) Lead = 40km |
| 79 | Vide Item-MSS |
| 80 | Loading and Unloading Mechanical Means |
| 81 | (i) Loading by mechanical means including a lead upto 30 m |
| 82 | (ii) Unloading by mechanical means including a lead upto 30 m |
| 83 | Cost of Haulage Excluding Loading and unloading.(For 40km) |
| 84 | Surfaced Road. |
| 85 | ROAD SIGNAGE |
| 86 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting,1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and TechnicalSpecification Clause 1701 |
| 87 | Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on New Work |
| 88 | (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to belevel, uniform and free from streaks and holes.) |
| 89 | Kilometre Stone |
| 90 | 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 Technical Specification Clause 1703 |
| 91 | Ordinary Kilometer Stone (Precast) |
| 92 | 200 m stone (precast) |
| 93 | Providing and Fixing 'Logo' of PMGSY Project |
| 94 | 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 coatsof epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 95 | MIB, CIB |
| 96 | maintainance board |
| 97 | 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). |
| 98 | Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 |
| 99 | Nominal mix 1:2.5:5 (Hand mixing) |
| 100 | Consumption of Stock Materials (cement): Lead : 30 km |
| 101 | Vide Item - parapet |
| 102 | Loading and Unloading of Cement by Manual Means |
| 103 | (i) Loading of Cement by manual means including a lead upto 30 m |
| 104 | (ii) Unloading of Cement by manual means including a lead upto 30 m |
| 105 | Cost of Haulage Excluding Loading and unloading.(For 30km) |
| 106 | Surfaced Road. |
| 107 | Carriage of non stock materials (Aggregates) Lead = 40km |
| 108 | Vide Item - parapet |
| 109 | Loading and Unloading Mechanical Means |
| 110 | (i) Loading by mechanical means including a lead upto 30 m |
| 111 | (ii) Unloading by mechanical means including a lead upto 30 m |
| 112 | Cost of Haulage Excluding Loading and unloading.(For 40km) |
| 113 | Surfaced Road. |
| 114 | Carriage of non stock materials (sand) Lead = 40km |
| 115 | Vide Item - parapet |
| 116 | Loading and Unloading Mechanical Means |
| 117 | (i) Loading by mechanical means including a lead upto 30 m |
| 118 | (ii) Unloading by mechanical means including a lead upto 30 m |
| 119 | Cost of Haulage Excluding Loading and unloading.(For 40Km |
| 120 | Surfaced Road. |
| 121 | Drain |
| 122 | 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 ofEngineer - in - Charge. |
| 123 | Cost of Haulage for Stock materials Excluding Loading and Unloading |
| 124 | Carriage on Surface road |
| 125 | (i) Loading of Cement by manual means including a lead upto 30 m |
| 126 | (ii) Unloading of Cement by manual means including a lead upto 30 m |
| 127 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand) |
| 128 | Taking the avarage density of sand=1840kg/m3 |
| 129 | Carriage on Surface road |
| 130 | (i) Loading by mechanical means including a lead upto 30 m |
| 131 | (ii) Unloading by mechanical means including a lead upto 30 m |
| 132 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading OfStone Chips |
| 133 | Taking the density of stone chips=1870kg/m3 |
| 134 | Carriage on Surface road |
| 135 | (i) Loading by mechanical means including a lead upto 30 m |
| 136 | (ii) Unloading by mechanical means including a lead upto 30 m |
| 137 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading OfStone |
| 138 | Taking the avarage density of Stone=2200kg/m3 |
| 139 | Carriage on Surface road |
| 140 | (i) Loading by mechanical means including a lead upto 30 m |
| 141 | (ii) Unloading by mechanical means including a lead upto 30 m |
| 142 | Protective Wall (Breast Wall & Retaining Wall) |
| 143 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180HP and disposal of the same on the valley side |
| 144 | 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. |
| 145 | Providing and laying hand packed stone soling in buildings works with clean hardselected stones, all complete. (Manual Means) |
| 146 | Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:2.5:5 Hand mixing. |
| 147 | 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. |
| 148 | Stone masonry work in cement mortar in foundation complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203. |
| 149 | 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 |
| 150 | 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 |
| 151 | Backfilling behind abutment, wing wall and return wall complete as per drawings& technical specification Clause 1204.3.8 |
| 152 | Granular material |
| 153 | Sandy material |
| 154 | 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 |
| 155 | Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) |
| 156 | Carriage on Surface road |
| 157 | (i) Loading of Cement by manual means including a lead upto 30 m |
| 158 | (ii) Unloading of Cement by manual means including a lead upto 30 m |
| 159 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading(Sand) |
| 160 | Taking the avarage density of sand=1840kg/m3 |
| 161 | Carriage on Surface road |
| 162 | (i) Loading of Cement by manual means including a lead upto 30 m |
| 163 | (ii) Unloading of Cement by manual means including a lead upto 30 m |
| 164 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading OfStone Chips |
| 165 | Taking the density of stone chips=1870kg/m3 |
| 166 | Carriage on Surface road |
| 167 | (i) Loading by mechanical means including a lead upto 30 m |
| 168 | (ii) Unloading by mechanical means including a lead upto 30 m |
| 169 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading OfStone |
| 170 | Taking the avarage density of Stone=2200kg/m3 |
| 171 | Carriage on Surface road |
| 172 | (i) Loading by mechanical means including a lead upto 30 m |
| 173 | (ii) Unloading by mechanical means including a lead upto 30 m |
| 174 | Throwing of Spoils (Loading & Unloading) by mechanical means |
| 175 | Loading |
| 176 | Unloading |
| 177 | Cost of haulage (1 km) |
| 178 | RCC SLAB CULVERT |
| 179 | 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 |
| 180 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means) |
| 181 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-15) |
| 182 | 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. |
| 183 | Stone Masonry Work in cement mortar in foundation of Head walls complete asper drawing and technical specification Clasue 1109 |
| 184 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-25) |
| 185 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202 |
| 186 | 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 |
| 187 | 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 |
| 188 | Backfilling behind abutment, wing wall and return wall complete as per drawings& technical specification Clause 1204.3.8 |
| 189 | Granular material |
| 190 | Sandy material |
| 191 | Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) |
| 192 | Carriage on Surface road |
| 193 | (i) Loading of Cement by manual means including a lead upto 30 m |
| 194 | (ii) Unloading of Cement by manual means including a lead upto 30 m |
| 195 | Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand) |
| 196 | Taking the density of sand=1840kg/m3 |
| 197 | Carriage on Surface road |
| 198 | (i) Loading by mechanical means including a lead upto 30 m |
| 199 | (ii) Unloading by mechanical means including a lead upto 30 m |
| 200 | Carriage of Non- stock materials by mechanical means(Stone chips): |
| 201 | Taking the average density of stone chips = 1870kg/cum |
| 202 | Carriage on Surface road |
| 203 | (i) Loading by mechanical means including a lead upto 30 m |
| 204 | (ii) Unloading by mechanical means including a lead upto 30 m |
| 205 | Carriage of Non- stock materials by mechanical means(Stone): |
| 206 | Taking density of Stone :2200kg/m3 |
| 207 | Carriage on Surface road |
| 208 | Carriage on Un Surface road |
| 209 | Loading & Unloading Please Enable Macros to View BoQ information |
