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| 1 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site anddisposal of all surplus materials etc., complete as per standard specification. For Boxing including conveyance of sut earth away from the site with average lead as per clause 301 of MORTH Rev-5 |
| 2 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Gr-V) IRC 37:2018 |
| 3 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Gr-III)IRC 37:2018 |
| 4 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 5 | Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 |
| 6 | Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per MORT & H Specification 503of MORTH Rev-5 |
| 7 | Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 |
| 8 | Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works) |
| 9 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.5013.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 |
| 10 | Providing, laying 85mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyanceof all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks tosite, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel c.harges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5. |
| 11 | Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum of 19.009.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks topaver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic (more than 5m width), Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 12 | Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. |
| 13 | Construction of Retaining wall at Km 7/6 |
| 14 | Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL as per MORTH 111, 112, 202, 301 to 305 & 900 |
| 15 | Vibrated Cement Concrete M10 grade (Nominal Mix) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE FOR PCC RETAINING WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 16 | Vibrated Cement Concrete M20 grade (Nominal Mix) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for FOOTINGS OF PCC RETAINING WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 17 | Vibrated Cement Concrete M20 grade (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level) as per MORTH 1000, 1500, 1700 & 2100 |
| 18 | Vibrated Cement Concrete M20 grade (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level) as per MORTH 1000, 1500, 1700 & 2100 |
| 19 | Vibrated Cement Concrete M20 grade (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for PARAPET OF PCC RETAINING WALL (above sill level) as per MORTH 1000, 1500, 1700 & 2100 |
| 20 | Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite,cost and labour for 900mm dia.Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall as per MORTH 2700, 2075 & 2706 |
| 21 | Reconstruction of Single Cell Box Culvert at Km 5/8 |
| 22 | Earthwork excavation in all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., completeas per relevant standard specifation for Foundation for Box culvert and Return Wall as per MORTH 111, 112, 202, 301 to 305 & 900 |
| 23 | VibratedCement Concrete of grade M15 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE COURSE OFBOX CULVERT AND RETURN WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 24 | Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mmHBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental chargesetc., complete as per relevant standard specifications for BOX CULVERT as per MORTH 1000, 1500, 1700 & 2100 |
| 25 | Providing and Fixing weep holes 100mm dia Class IPVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chipsat the periphery and labour charges for fixing etc., to drain of the backfill FOR BOX CULVERT as per MORTH 2700, 2075 & 2706 |
| 26 | Supply and Fabrication of steel Grade Fe-500at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoistingand providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.for BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V) |
| 27 | Providing FILTER MEDIA behind the Box culvert and Wingswith clean graded III materialto600mm thick using filter materials as per Appendix - 6 of IRC: 78-2014 and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc. for filter media as per MORTH Revision vth Cl.309-3-2-2 and 305-4-4 etc., complete. |
| 28 | VibratedCement Concrete of gradeM20 (Nominal Mix )using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at siteincluding cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all otherincidental charges etc., complete as per relevant standard specifications for PARAPET FOR BOX CULVERT as per MORTH 1000, 1500, 1700 & 2100 |
| 29 | VibratedCement Concrete of M20 (Nominal Mix)using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at siteincluding cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for alltools and plants and all other incidental chargesetc., complete as per relevant standard specifications for footing of return wall as per MORTH 1000, 1500, 1700 & 2100 |
| 30 | VibratedCement Concrete of M20 (Nominal Mix)using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at siteincluding cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for alltools and plants and all other incidental chargesetc., complete as per relevant standard specifications for Stem of return wall as per MORTH 1000, 1500, 1700 & 2100 |
| 31 | Supply and Fabrication of steel Grade Fe-240at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoistingand providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.for BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V) |
| 32 | VRCC M30 (design mix) using 20mm 12mm 6mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification forWEARING COAT OVER DECK SLAB AND APPROACH SLAB as per Cl. 2702.2 of MORT&H specifications (Fifth Revision) |
| 33 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of DiversionRoad for 95% compacionas per MORTH Rev. V Clause No. 111, 112, 305 |
| 34 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of DiversionRoad for 97% compacionas per MORTH Rev. V Clause No. 111, 112, 305. |
| 35 | Providing andlaying Gravel soling forspecifiedthick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD |
| 36 | Reconstruction of Double Cell Box Culvert at Km 8/10 |
| 37 | Earthwork excavation in all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., completeas per relevant standard specifation for Foundation for Box culvert and Return Wall as per MORTH 111, 112, 202, 301 to 305 & 900 |
| 38 | VibratedCement Concrete of grade M15 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE COURSE OFBOX CULVERT AND RETURN WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 39 | Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mmHBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental chargesetc., complete as per relevant standard specifications forBOTTOM SLAB OF BOX CULVERT as per MORTH 1000, 1500, 1700 & 2100 |
| 40 | Providing and Fixing weep holes 100mm dia Class IPVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chipsat the periphery and labour charges for fixing etc., to drain of the backfill FOR BOX CULVERT as per MORTH 2700, 2075 & 2706 |
| 41 | Supply and Fabrication of steel Grade Fe-500at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoistingand providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.for BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications (Rev-V) |
| 42 | Providing FILTER MEDIA behind the Box culvert and Wingswith clean graded III materialto600mm thick using filter materials as per Appendix - 6 of IRC: 78-2014 and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc. for filter media as per MORTH Revision vth Cl.309-3-2-2 and 305-4-4 etc., complete. |
| 43 | VibratedCement Concrete of gradeM20 (Nominal Mix )using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at siteincluding cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all otherincidental charges etc., complete as per relevant standard specifications for PARAPET FOR BOX CULVERT as per MORTH 1000, 1500, 1700 & 2100 |
| 44 | Providing and Fixing of G.I. Drainage Spouts of 100mm dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawingand 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of GI pipe and flats and fixing them in position etc. complete as per standard specification. |
| 45 | VibratedCement Concrete of M20 (Nominal Mix )using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at siteincluding cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for alltools and plants and all other incidental chargesetc., complete as per relevant standard specifications for footing of return wall as per MORTH 1000, 1500, 1700 & 2100 |
| 46 | VibratedCement Concrete of M20 (Nominal Mix)using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at siteincluding cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for alltools and plants and all other incidental chargesetc., complete as per relevant standard specifications for Stem of return wall as per MORTH 1000, 1500, 1700 & 2100 |
| 47 | Supply and Fabrication of steel Grade Fe-240at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoistingand providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.for BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V) |
| 48 | VRCC M30 (design mix) using 20mm 12mm 6mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification forWEARING COAT OVER DECK SLAB AND APPROACH SLAB as per Cl. 2702.2 of MORT&H specifications (Fifth Revision) |
| 49 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of DiversionRoad for 95% compacionas per MORTH Rev. V Clause No. 111, 112, 305 |
| 50 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of DiversionRoad for 97% compacionas per MORTH Rev. V Clause No. 111, 112, 305. |
| 51 | Providing andlaying Gravel soling forspecifiedthick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD |
| 52 | Construction of Single Cell BoxCulvert at Km 9/8 |
| 53 | Earthwork excavation in all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., completeas per relevant standard specifation for Foundation for Box culvert and Return Wall as per MORTH 111, 112, 202, 301 to 305 & 900 |
| 54 | VibratedCement Concrete of grade M15 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE COURSE OFBOX CULVERT AND RETURN WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 55 | Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mmHBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental chargesetc., complete as per relevant standard specifications for BOX CULVERT as per MORTH 1000, 1500, 1700 & 2100 |
| 56 | Providing and Fixing weep holes 100mm dia Class IPVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chipsat the periphery and labour charges for fixing etc., to drain of the backfill FOR BOX CULVERT as per MORTH 2700, 2075 & 2706 |
| 57 | Supply and Fabrication of steel Grade Fe-500at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoistingand providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.for BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V) |
| 58 | Providing FILTER MEDIA behind the Box culvert and Wingswith clean graded III materialto600mm thick using filter materials as per Appendix - 6 of IRC: 78-2014 and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc. for filter media as per MORTH Revision vth Cl.309-3-2-2 and 305-4-4 etc., complete. |
| 59 | VibratedCement Concrete of gradeM20 (Nominal Mix )using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at siteincluding cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all otherincidental charges etc., complete as per relevant standard specifications for PARAPET FOR BOX CULVERT as per MORTH 1000, 1500, 1700 & 2100 |
| 60 | VibratedCement Concrete of M20 (Nominal Mix )using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at siteincluding cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for alltools and plants and all other incidental chargesetc., complete as per relevant standard specifications for footing of return wall as per MORTH 1000, 1500, 1700 & 2100 |
| 61 | VibratedCement Concrete of M20 (Nominal Mix)using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at siteincluding cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for alltools and plants and all other incidental chargesetc., complete as per relevant standard specifications for Stem of return wall as per MORTH 1000, 1500, 1700 & 2100 |
| 62 | Supply and Fabrication of steel Grade Fe-240at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoistingand providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.for BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V) |
| 63 | VRCC M30 (design mix) using 20mm 12mm 6mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification forWEARING COAT OVER DECK SLAB AND APPROACH SLAB as per Cl. 2702.2 of MORT&H specifications (Fifth Revision) |
| 64 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of DiversionRoad for 95% compacionas per MORTH Rev. V Clause No. 111, 112, 305 |
| 65 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of DiversionRoad for 97% compacionas per MORTH Rev. V Clause No. 111, 112, 305. |
| 66 | Providing andlaying Gravel soling forspecifiedthick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD |
| 67 | Providing Road Furnitures |
| 68 | 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 be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 |
| 69 | Providing and fixing reflective road studs of \"category A\" Raised pavement markers made out of poly carbonate methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/-5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete |
| 70 | Supplying and installation of delineators (road way indicators, hazard markers, object markers)80-100 Cm above Ground level painted block and white in 15cm vide strips fitted with 80X100mm rectangular or 75mm dia circular reflectorised panels at the top confirming to IRC 79, etc complete as per MORT&H specification No.806 |
| 71 | Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without deflnition board) made out of High tensity Prismatic Gade Sheeting conforming to Type -IV standards of IRC-67:2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle Post 75x75x6mm with a clear height of not less than 2.10mfrom the ground level to the bottom of the sign board and 0.60m below ground level .The sign Post should be painted as per IRC 67/2022 and firmly fixed to the gorund by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx62cm size including cost and conveyance of all Materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge, High intensity Retro - Reflectro sheet shall consist of minmum coefficent of Retro - reflection as per Table 6.6 of IRC 67-2022. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022 (as per MORT&H Specification No.801) |
| 72 | 80cm x 60 cm rectangular |
| 73 | 60 cm x 45 rectangular (chevron) |
| 74 | Equilateral Triangle 60 cm |
| 75 | 60cm Circular |
| 76 | Providing and erecting Direction and Place identification Retro reflectorised Sign made out of High instensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67:2022 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminimum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75mx75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and fimly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials equipment Machinary and labour with all leads and lifts loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensityRetro - Reflectro sheet shall consist of minimum coefficent of Retro - Reflectro of IRC 67-2022.The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022 (as per MORT&H Specification No.801) Upto to 0.9 sqm |
| 77 | Providing and erecting single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall \"W\" beams posts and spacer channels shall be made by cold roll forming using HR coils conform to IS 5986 Fe 410/360 and hot dip galvanzied having zinc mass of 550 gms/sqm minimum 95cm above road/ ground level. fixed on ISMC series channel vertical post 150x75x5mm spaced 2mtr centre to centre 312mm x 83mm flange width 3mm thick 4318mm long post directly embedded in the concrete(M15) pit size : 350x350x800mm for a length of 750mm below ground. All fixingbolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specifications and as directed by the Engineer-in-charge. |
| 78 | Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of HighIntensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 andASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed overback supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steelangle post 75X75X6mm and 0.60m below ground level. The sign post should be painted asper IRC 67-2022 and firmly fixed to the ground by means of properly designed foundationwith M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance ofall materials, equipment, Machinery and labour with all leads and lifts, loading chargesnecessary for satisfactory completion of the work as directed by the engineer in charge. Highintensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection asper Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 yearwarranty issued for field performance and a certified copy of three years outdoor exposurereport shall be obtained as per IRC 67:2022. (as per MORT&H Specification No.801) 30cm x 90cm rectangular |
| 79 | supplyandfixingofKilometrestoneofstandard UnitEachBasic Rate approved for the year 2025-2026 (w.e.f.22.07.2025) 151502.00designanddrawingasperIRC:8-1980(second revision),including painting andnumbering etc., and all other incidental charges etc., complete. |
| 80 | SupplyandfixingofHMstoneofstandarddesign and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete. |
| 81 | Providing and fixing of Digitally Printed Retro Reflectorized Overhead Cantilever Informatory sign Board of Size 5.00m x 1.80m made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67 - 2022 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed onback supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB(Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mmthick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures.The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC 67 – 2022. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall becovered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2022 (As per MoRT&H specification No.801).Cantilever sign shall be installed at the site as per the approved structural and oundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. |
| 82 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 83 | Sub Total Amount for above all items (excluding GST) |
| 84 | GST 18% for above SubTotal Amount |
| 85 | Total in Figures (SubTotal + GST) |
