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| Sl. No. | Item Description |
| 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, clearingup the site and disposal of all surplus materials etc., complete as per standard specification. For Boxing including conveyance of sut earth away from the site with average lead. |
| 2 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, in Grade V including premixing the materials with water at OMC in mechnanical mix plant, conveyanceof mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base courseon well prepared surface and compacting with vibratory roller to acheive the desired densityincluding cost of material, labour charges, rentals for machinery,fuel and all other incidentalcharges etc., complete as per clause 406 of MORTH Rev-5 - for Grade V material. |
| 3 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, in Grade III including premixing the materials with water at OMC in mechnanical mix plant, conveyanceof mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base courseon well prepared surface and compacting with vibratory roller to acheive the desired densityincluding cost of material, labour charges, rentals for machinery,fuel and all other incidentalcharges etc., complete as per clause 406 of MORTH Rev-5 - for Grade III material. |
| 4 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam250mm 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 acheivethe desired density including cost of material, labour charges, rentals for machinery, fuel andall 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 EmulsionBitumen (SS1) per 10sqm for preparatory to another bituminous construction over it,including cost of material, labour charges, rentals for machinery, fuel and all otherincidental 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 anotherbituminous construction over it including cost of material, labour charges,rentals formachinery, fuel andall other incidental charges etc., complete asperClause 503 of MORTH Rev-5. |
| 7 | Providing and laying Tack Coat over Existing BT surface using 2Kg of BitumenEmulsion (RS1) per 10sqm for preparatory to another bituminous constructionover it including cost of material, labour charges, rentals for machinery, fuel andall other incidental charges etc., complete as per Clause 503 of MORTH Rev-5. |
| 8 | Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of37.50 - 13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metalwith 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 the min the requiredtemperature 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 specifiedgrades and cross sections and consolidated byVibratory Roller to the required density etc.,including labour for attending to paver to site etc., including hire and fuel charges for 20 - 30tCMP with bitumen boiler,tipper trucks,Paver Finisher,Vibratory roller and all other tools andplant required, including all other incidental charges etc.,complete as per specification usingCMP as per clause 505 of MORTH rev-5 - Grading - I |
| 9 | Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of26.50 - 13.20mm, 0.25cum of 13.20 - 2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen, aggregate and mixing the min the required temperature in Central Hot Mix Plant 20 - 30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mmusing paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc.,including hire and fuel charges for 20 - 30 ton CMP with bitumen boiler, tipper trucks,Paver Finisher,Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev- Grading-II. |
| 10 | Providing and laying Bituminous Concrete to 40 mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30bitumen for premixing per 10sqm including cost and conveyance of all materials toCMP site,heating the bitumen and aggregate to required temperature and mixing the min 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 8-10tonne Pneumatic Roller to therequired 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 finisherhydrostatic (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 GradingII |
| 11 | 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, including compactingwith power roller, watering, including all hire and fuel charges for all tools and plants,removal of other deleterious matter and obstructions, trimming of bottom of excavationback filling, clearing up the site and disposal of all surplus materials etc.,complete as perstandard specification. For making up of low berms with conveyance. |
| 12 | Construction of Retaining wall at Km 10/4,11/8,12/0,12/6,14/8 & 15/4Earthwork 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. |
| 13 | Plain Cement Concrete M20 gradeMixusing 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 Foundation of Retaining Wall. |
| 14 | Vibrated Cement Concrete M20 gradeusing 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). |
| 15 | Vibrated Cement Concrete M20 grademix 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). |
| 16 | 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. |
| 17 | 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, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants,removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance |
| 18 | Filling with excavated earth excluding cost and conveyance of earth to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting,tamping and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification for Excavated Earth |
| 19 | Reconstruction of Single Cell Box Culvert at Km 8/4, 9/8, 10/4, 10/8, 15/4, 15/6, 16/8 & 17/4Earthwork 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 section 300 of MORTH Specification (Fifth Revision-2013) |
| 20 | 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 section 1500,1700 & 2704 of MORT&H Specification (Rev-V) |
| 21 | 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, BODY WALL AND TOP SLAB OF BOX CULVERT as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V) |
| 22 | Vibrated Reinforced Cement Concrete M40 (design mix) using 20mm 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 for RCC OUTER CRASH BARRIER as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V) |
| 23 | Vibrated Cement Concrete M30 (design mix) using 20mm 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 for WEARING COAT OF 75mm UNIFORM THICK OVER DECK AND APPROACH SLAB as per section 2702.2 of MORT&H Specifications(Rev-V) |
| 24 | Supply and Fabrication of steel Grade Fe-500 at 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) |
| 25 | Supply and Fabrication of steel Grade Fe-500 at 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 WEARING COAT OF BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V) |
| 26 | 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 FOOTING & BELOW SILL OF PCC RETURN WALL as per MORTH 1000, 1500, 1700 & 2100. |
| 27 | 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 ABOVE SILL OF PCC RETURN WALL as per MORTH 1000, 1500, 1700 & 2100. |
| 28 | 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 |
| 29 | 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 BROKEN PARAPET as per MORTH 1000, 1500, 1700 & 2100 |
| 30 | Dismantling of Random Rubble Masonry in Cement Mortar including sorting the dismantled materials and disposal off including all labour charges etc., complete. |
| 31 | Dismantlingthe existing Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112 & 202. |
| 32 | Dismantlingthe existing Reinforced Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112 & 202. |
| 33 | Reconstruction of Triple cell Box Culvert at Km 15/8 (i) & (ii) 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 section 300 of MORTH Specification (Fifth Revision-2013) |
| 34 | 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 section 1500,1700 & 2704 of MORT&H Specification (Rev-V) |
| 35 | 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, BODY WALL AND TOP SLAB OF BOX CULVERT as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V) |
| 36 | Vibrated Reinforced Cement Concrete M40 (design mix) using 20mm 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 for RCC OUTER CRASH BARRIER as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V) |
| 37 | Vibrated Cement Concrete M30 (design mix) using 20mm 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 for WEARING COAT OF 75mm UNIFORM THICK OVER DECK AND APPROACH SLAB as per section 2702.2 of MORT&H Specifications(Rev-V) |
| 38 | Supply and Fabrication of steel Grade Fe-500 at 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) |
| 39 | Supply and Fabrication of steel Grade Fe-500 at 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 WEARING COAT OF BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V) |
| 40 | Providing and fixing of G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc.,.complete as per cl 2705 of MORT&H specification (V Revision). |
| 41 | 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 FOOTING & BELOW SILL OF PCC RETURN WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 42 | 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 ABOVE SILL OF PCC RETURN WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 43 | 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 |
| 44 | 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 BROKEN PARAPET as per MORTH 1000, 1500, 1700 & 2100 |
| 45 | Dismantlingthe existing Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112 & 202. 0 |
| 46 | Picking existing B.T surface of varying thickness and removing the picked surface to a distance up to 100m and lift upto 3m away from site as directed by departmental officers including charges for tools and plants and all other incidental charges etc., complete-as per cl 202 of MORT&H specification (V Revision) |
| 47 | Earthworkexcavationinallclassesofsoilsexcepthardrockrequiringblastingand 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 andobstructions,trimmingofbottomofexcavationbackfilling,clearingupthesiteand disposalofallsurplusmaterialsetc.,completeasperstandardspecification.ForBoxing including conveyance of cut earth away from the site with average lead for approach road at km 15/8 |
| 48 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- III Material. |
| 49 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- V Material. |
| 50 | 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 SubBase/Base course on well prepared surface and compacting with vibratory roller to acheivethe desired density including cost of material, labour charges, rentals for machinery, fuel andall other incidental charges etc., complete as per clause 406 of MORTH Rev-5. |
| 51 | Prime coat - Providing and laying Prime Coat over WBM / WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5. |
| 52 | Tack Coat -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 Clause 503 of MORTH Rev-5. |
| 53 | Providing, laying 75 mm consolidated thick Dense Bit0uminous Macadam using 0..40cum of 37.50-13.20,0.35 cum13.2-2.36mm and 0..36 cumof of 2.36 mm & below size IRC meta with71.30 kg of VG30 land with 53.20Kgs of VG30 Grade i bitumen for premixing per 10sqm including cost and conveyance of 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 to work site, spreading themix to uniform thickness of 75 mm using mecanical paver finisherto the specified grades and cross sections and compacted by VibratoryRoller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5) Grading-I |
| 54 | Bituminous Concrete - Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00 - 9.50 mm, 0.17 cum of 9.50 - 2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min requiredtemperature in central hot mix plant 20 - 30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40 mm with mechanical paver to the specified grades and cross sections and consolidated by 8 - 10 tonne Vibratory 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, Vibratory 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. |
| 55 | Formation of diversion road using borrowpits, including cost and conveyance of carted site to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete . |
| 56 | Supply of NP3 Class RCC Pipe 1000mm dia conforming to IS 458/2003 including cost of pipe as a finished work including all other incidentalcharges,testingchargesincluding loading,unloading,transportanddeliveryingood condition at work site etc., complete, as directed by the Departmental Officers and as per standard specifications. |
| 57 | Hoisting and fixing of 1000mm dia NP3 Class RCC Pipe and Collars in proper gradient including all labour charges and all other incidental charges etc., complete, as directed by the Departmental Officers and as per standard specifications. |
| 58 | RECONSTRUCTION OF DOUBLE CELL CULVERT AT KM 15/2Earthwork 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 section 300 of MORTH Specification (Fifth Revision-2013) |
| 59 | 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 section 1500,1700 & 2704 of MORT&H Specification (Rev-V) |
| 60 | 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, BODY WALL AND TOP SLAB OF BOX CULVERT as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V) |
| 61 | Vibrated Reinforced Cement Concrete M40 (design mix) using 20mm 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 for RCC OUTER CRASH BARRIER as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V) |
| 62 | Vibrated Cement Concrete M30 (design mix) using 20mm 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 for WEARING COAT OF 75mm UNIFORM THICK OVER DECK AND APPROACH SLAB as per section 2702.2 of MORT&H Specifications(Rev-V) |
| 63 | Supply and Fabrication of steel Grade Fe-500 at 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) |
| 64 | Supply and Fabrication of steel Grade Fe-500 at 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) |
| 65 | 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 FOOTING & BELOW SILL OF PCC RETURN WALL as per MORTH 1000, 1500, 1700 & 2100. |
| 66 | 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 ABOVE SILL OF PCC RETURN WALL as per MORTH 1000, 1500, 1700 & 2100 |
| 67 | 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 |
| 68 | 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 BROKEN PARAPET as per MORTH 1000, 1500, 1700 & 2100 |
| 69 | Dismantling of Random Rubble Masonry in Cement Mortar including sorting the dismantled materials and disposal off including all labour charges etc., complete. |
| 70 | Dismantlingthe existing Rein forced Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112 & 202. |
| 71 | WIDENING OF EXISTINGSLAB CULVERT AT KM 9/6 & 14/8Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc, as per MORTH Specification 111, 112, 202for P.C.C. Culvert parapet |
| 72 | Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL. |
| 73 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Abutments and Piers. |
| 74 | Palin Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for LEVELLING COURSE BELOW Footing under Abutments & Piers. |
| 75 | Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Footing of Abutments, Returns and Piers. |
| 76 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Substructure of Abutments, Return walls and Piers Above sill. |
| 77 | Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) |
| 78 | Supply and Fabrication of steel Grade Fe-500 at 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) |
| 79 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and below ISS HBG metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Bed block cum Dirtwall. |
| 80 | Supply and fixing of KRAFT paper for full width of seating of deckslab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete. |
| 81 | Providing and fixing Bitumen pad expansion joint 20 mm thick including cost and conveyance of all materials to site, labour charges for joint sealants and fixing them in position etc., Complete standard specification 2600 & 900 in DECK SLAB OVER ABUTMENT. |
| 82 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Deck slab. |
| 83 | Vibrated Cement Concrete M30 (design mix) using 20mm 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 for WEARING COAT OF 75mm UNIFORM THICK OVER DECK AND APPROACH SLAB as per section 2702.2 of MORT&H Specifications(Rev-V) |
| 84 | Filling behind Abutments and return walls with Stone dust filling including cost and conveyance of Stone dust to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification. |
| 85 | Road FurnitureRoad Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.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- 2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 |
| 86 | Providing and Fixing reflective road Stud of category A raised pavement markers made out of poly corbonate / methyl methecrylate/ ABS moulded body confirming to ASTM D788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with rectro-reflectance and chromaticaly values conforminmg 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 and the length height and width of the body shall not be less than 100mm 15mm and 90mm and with minimum reflective area of 13Sq.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 II of said MORTH Circular. The strength of detachment of the integrated cyliderical shanks , (of Dia metre not less than 19+/- 2mm and height not less than 30+/- 2mm) from the body is to be a minimum value of 500Kgf. 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 manufacture recommendation and the complete as dircted by the Engineer. The Markers will support a load of 13635 Kg tested in accordence with the ASTM D4280 and confirming to IRC 35 - 2015 guidelinesand MORTHSpecification 804 etc. complete. For Road Markers/ Road Stud with Lense Reflector. |
| 87 | Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806) |
| 88 | Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheetfixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly 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, 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 minimum coefficient 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) 30cm x 90cm rectangular |
| 89 | Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out ofHigh Intensity Prismatic Grade Sheeting confirming toType-IV standards of IRC-67: 2022 and ASTM D 4956–09, specification and fixed over 2mm thick Aluminiumsheet fixed over a back supporting frame of 25mmx25mm x3mm Mild Steel angle and supported ona mild steel angle post 75X75X6mm with a clear heightof not less than 2.10m from the ground level to thebottom of the sign board and 0.60m below groundlevel. The sign post should be painted as per IRC 67-2022and firmly fixed to the ground by means of properlydesigned foundation with M15 grade cement concrete45cmX45cmX60cm size including cost and conveyance ofall materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactorycompletion of the work as directed by the engineer- incharge.High intensity Retro Reflectro sheet shall consistof minimum coefficient of Retro-reflection as per Table6.6 of IRC 67-2022. The retro- reflective sheeting shallbe covered under 7 year warranty issued for fieldperformance and a certified copy of three yearsoutdoor exposure report shall be obtained as per IRC.(for sign having area more than 0.9 sqm) (Type-IV) |
| 90 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm 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 firmly 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, 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 minimum coefficient 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 Rectangular Board 60 X 45 cm |
| 91 | 90cm Equilateral Triangular Board |
| 92 | 90cm OctogenBoard |
| 93 | 60cm Circular Board |
| 94 | MetalBeamCrashBarrierType-A,“W”Double Guard. ProvidinganderectingSinglesidedDoubleGuard MetalBeamCrashBarrierSystem1.70mhigh, comprisingof3mmthickwall“W”beamsposts andspacerchannelsshallbemadebycoldroll forming using HR conform to IS 5986 Fe 410/360 anddipgalvanizedhavingZincMassof550gms/ sqm,minimum 950mm above road/ ground levelfixedonISMCserieschannelverticalpost 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long postdirectlyembeddedintheconcrete(M15)pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as perTechnicalSpecificationandasdirectedbythe Engineer-in-charge |
| 95 | Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete |
| 96 | Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete |
| 97 | Providing and fixing of Digitally Printed Retro Reflectorized Sign Board using UV Inkjet Printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2022 and ASTM D 4956 – 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour, images/ logos/ text and laminated with clear electro- cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel ‘L’ angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete of size 450x450x1100mm 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. The Micro prismatic sheeting should have minimum 70% coefficient of Retro-reflection values as per table 6.90 of IRC 67-2022. The retro- reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2022. The warranty shall be inclusive of digitally printed images/ logos/ test/ legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification no.801) of Size – 3.64m x 2.42m |
| 98 | Proving and fixing Solar powered Traffic Blinkers of 30cm dia with PolycarbonateDome 5mm Red ofLed 150 Nos. iri each Red Blinkers Light -1 No.with Red /White/Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v18AH Battery-1No.with Box, Solar CircuitController Board Box. Straight Pole : MS Pole 3”dia 2.5mm thick 18 Feet heightpole (1 No.) with 2 Feet under ground pole foundation,polepaintingincludingtransportation charges, installation charges etc., complete as per standard specification |
| 99 | Base Cost Estimate |
| 100 | GST18% |
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