| 1 | 1 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001113 | 5752.5 | Per Cubic Metre |
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| 2 | 2 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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. For Grading I Material including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001114 | 1914.2 | Per Cubic Metre |
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| 3 | 3 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with all lead) including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001115 | 2409.1 | Per Cubic Metre |
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| 4 | 4 | Medium porosity 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 kg/sqm (Zero Point Ninety Kilogramme per Square metre)using mechanical means as per Technical Specification Clause 502..including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001116 | 4978.1 | Per Square metre |
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| 5 | 5 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg per sqm (Zero point Twenty Five kilograme per square metre)(on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001117 | 4978.1 | Per Square metre |
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| 6 | 6 | Providing and laying Dense Bituminous Macadam with 60-90(Sixty-Ninety) TPH batch type HMP producing an average output of 75 (Seventy Five)tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder(VG30) @ 4.25% (Four point Two Five Persent)by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Grading I - 37.5mm (Thirty Seven point Five milimetre) nominal size including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001118 | 398.8 | Per Cubic Metre |
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| 7 | 7 | Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (PMB 70) type B conferminf IS 15462-2004 @ 5.5% per cent of weight mix and filler, @ 2% emulsion dosege @ 0.53% as per job mix fotmula transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. (Nothing shell be paid for higher bitumen containt if required as per job mix formula.including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001119 | 191.9 | Per Cubic Metre |
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| 8 | 8 | 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 requirements of Table 300.2 with lead upto 1000mas per Technical Specification Clause including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. 303.1. | BI01010001010000000000000515BI0100001120 | 4942.5 | Per Cubic Metre |
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| 9 | 9 | Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel.. including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001121 | 9885 | Per Square metre |
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| 10 | 10 | Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001122 | 6590 | Per Running metre |
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| 11 | 11 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001123 | 3596.53 | Per Square metre |
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| 12 | 12 | Road Markers/Road Stud with Lense Reflector\n(Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001124 | 2356 | Each |
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| 13 | 13 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. Bheriwala (Ch. 86000 - 86225), Misserwala (Ch. 90600 - 90250), Kyarda (Ch. 91225 - 90625), Dhaulakuan (Ch. 83850 - 83225 ), Puruwala (Ch. 93100 - 93450), Surajpur (Ch. 94225 - 94850), Malwa Cotton (Ch. 94850 - 95200) | BI01010001010000000000000515BI0100001125 | | |
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| 14 | 13.1 | 90 cm (Ninety Centimetre)equilateral triangle | BI01010001010000000000000515BI0100001126 | 96 | Each |
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| 15 | 13.2 | 60 cm (Sixty Centimetre)circular | BI01010001010000000000000515BI0100001127 | 50 | Each |
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| 16 | 13.3 | 80 cm x 60 cm (Eighty into Sixtu centimetre)rectangular | BI01010001010000000000000515BI0100001128 | 12 | Each |
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