Tender Notice No 08 2025 26 CMDP DO dt 11.11.2025

Bridge portion

Metric Ton

Earth work Excavation soft disintegrated rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, equipments and all incidental charges such as bailing out water, maintaining necessary protective bund and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete for Open Foundation as per relevant standard specification MORT&H Clause - 300. (Kankar with lime, Kankar with SDR, SDR, Soft rock, Weathered rock) -Taking output of 180 Cum

Earth work Excavation in Medium rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, equipments and all incidental charges such as bailing out water, subsequent removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete for Open Foundation as per relevant standard specification MORT&H Clause - 304. (Medium rock) -Taking Output of 10 Cum.

Plain Cement concrete M15 (mix 1:2:4) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water , labour charges for mixing , transporting, laying , compacting ,curing concrete Tools and plants and incidental charges etc., complete as per relevant standards specification , for LEVELLING COURSE BELOW Footing OF ABUTMENT AND PIERS - 1 Cum

Vibrated Reinforced cement concrete of grade M35 (design mix) using 20mm and below ISS HBG metal including cost and conveyance of all materials to site but excluding cost of steel including cost of formwork, softwater , labour charges for mixing ,transporting , laying and curing concrete , working at depths Tools and Plants and including all other incidental charges etc complete, as per relevant standard specification for FOUNDATION UNDER ABUTMENT AND PIERS - 1 Cum

Vibrated Reinforced cement concrete of grade M35 (design mix) using 20mm ISS metal including cost and conveyance of all materials to site but excluding cost of steel including cost of formwork, softwater , labour charges for mixing ,transporting , laying and curing concrete , working at depths Tools and Plants including all other incidental charges etc complete, as per relevant standard specification for ABUTMENT & RETURNS - 1 Cum

Cement concrete M15 (Nominal mix) using 40 mm and below ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water,1abour charges for mixing, transporting, laying, compacting,curing concrete, hire charges for tools and plants including all other incidental charges, such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FILLING THE TRENCHES AROUND THE FOOTINGS UPTO THE EMBEDMENT DEPTH as per Cl.707.4.6 of IRC 78:2014. - 1 Cum

Vibrated Reinforced cement concrete of grade M35 (design mix) using 20mm and below ISS HBG metal including cost and conveyance of all materials to site but excluding cost of steel including cost of formwork,centering Charges, softwater , labour charges for mixing ,transporting , placing in position, vibrating and compacting finishing and curing concrete , working at Heights Tools and Plants including all other incidental charges etc complete, as per relevant standard specification for CIRCULAR PIERS - 1 Cum

Vibrated reinforced cement concrete M35 Design Mix using 20 mm and below ISS HSG metal including cost and conveyance of all materials to site and cost of cement and site including cost of formwork, Centering charges, soft water, labour charges for mixing, tansporting, placing in position, vibrating and compacting finishing and curing concrete, tools and plants and all other incidental charges etc., complete as per relevant standard specification for PIER PROTECTION - 1 Cum

Refilling with excavated soil (other than sand) complying with standard specification for filling in Pier Protection

Vibrated Reinforced cement concrete of grade M35 (design mix) using 20mm and below ISS HBG metal including cost and conveyance of all materials to site but excluding cost of steel including cost of formwork,Centering charges, softwater , labour charges for mixing ,transporting ,placing in position, vibrating and compacting, finishing and curing concrete , working at Heights Tools and Plants including all other incidental charges etc complete, as per relevant standard specification for CAPPING BEAM OVER PIERS - 1 Cum

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm and below ISS HBG 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,centering, labour charges for mixing, transporting, placing in posistion, vibrating and compacting , finishing and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Pedestals over Abutment piers and Piers cap with Seismic arresters (Using OPC) as per MORT&H Rev - V specifications 1500,1600,1700 & 2200. - 1 Cum

Vibrated Reinforced cement concrete of grade M35 (design mix) using 20mm and below ISS metal including cost and conveyance of all materials to site but excluding cost of steel including cost of formwork,centering charges, softwater , labour charges for mixing ,transporting , Placing in posistion, vibrating and compacting, finishing and curing concrete , working at heights, Tools and Plants including all other incidental charges etc complete, as per relevant standard specification for T-BEAMS, Cross Beams and Deck Slab - 1 Cum

Supply and fabrication of Steel Grade Fe500 D HYSD Steel required for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. - 1 MT

Supplying and fixing of Elastromearic bearing as shown in the drawing including cost and conveyance to work site , abour for fixing the bearing in position and all other incidental charges etc.. Complete - 1 Sqm

ting , laying and curing concrete , Tools and Plants including all other incidental charges etc complete, as per relevant standard specification for APPROACH SLAB - 1 Cum

Supplying and installation of STRIP STEEL EXPANSION JOINT system conforming to Specifications for Roads and Bridges - IV Revision : 2001 published by Ministry of Surface Transport (Roads wing) in the 40mm wide expansion gap provided in decks over pier and in between deck and dirt wall over abutment and between two deck slabs with fatigue tested sttructural steel section at the nosing and anchorge assembly, including cost and conveyance of all mateials and cost of testing as per the specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects as per specifications. MORTH No: 2600 (V-Revision) - 1 Cum

Vibrated cement concrete of grade M30 (design mix) using 20mm and below ISS HBG metal including cost and conveyance of all materials to site but excluding cost of steel including cost of formwork, centering charges, softwater , labour charges for mixing ,transporting , laying , vibrating and compacting and curing concrete , working at Heights Tools and Plants including all other incidental charges etc complete, as per relevant standard specification for WEARING COAT OVER DECK SLAB AND APROACH SLAB - 1 Cum

Supplying and fixing GI 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. - 1 Nos

Vibrated Reinforced cement concrete M35 (Design mix) using 20mm and below ISS size hard broken granite metal including cost and conveyance of all materials to site, excluding cost of steel including cost of form work and centering, labour charges for mixing, transporting, compacting, curing and tools and plants all incidental charges etc., complete as per standard specification for Median - 1 Cum

Vibrated reinforced cement concrete M40 (Design Mix) using 20 mm and below ISS HBG metal including cost and conveyance of all materials to site and cost of cement and site including cost of formwork, Centering Charges, soft water, labour charges for mixing, tansporting, laying and curing concrete, working at Heights, tools and plants and other incidental charges etc., complete as per relevant standard specification for Crash Barrier. - 1 Cum

Filling with gritty Gravel uniformly to the entire depth not exceeding 250mm thick of CBR 8% as diected by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95% Proctor density keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity earth rammers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the line and grades behind Abutment & Wing wall sections as directed by the departmental officers and as per MORT&H specification 305,

Providing FILTER MEDIA behind Retaining walls for 600 mm thickness using filter material well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all labours and other incidental charges, etc complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014. - 1 Cum

Providing and fixing PVC seepage pipes of 100mm dia. of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back filling arangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill in between the Abutments and Wings. - 1 Rm

Subestimate I Provision for RE wall in Approach @A1 & A2

Disposal of excess earth from earth woek excavation after back filling. Disposal the same within a 5km distance from work site including all leads and lifts complete as per specification.

Construction of Reinforced Earth Wall, Facia Works (left & right) including Earth work excavation for entire approach, necessary ground improvement, Casting of precast facia elements of 180 mm thick in RCC M35 grade concrete as per specifications given including positive connections , joints, fittings, soil reinforcing elements , geostrips, erection of facia and laying of soil reinforcing element, along with necessary insitu concrete works for foundation pad as well as coping and providing Half perforated drain pipes wrapped with Geotextiles and including filter media and filling materials for the entire approaches using quarry fines with material whose effective angle of friction not less than 30 degree behind the wall as needed for necessary drainage arrangement with outlets including transporting from casting yard to site, design and proof checking, Supervision charges and other incidental charges complete as specified /manufacturer's requirement and as per the MORT&H - V revision Specifications 3100, BS 8006 (Latest Version) and the system supplier shall provide performance bond and same shall be valid for atleast 20 years as per MORT&H - V revision Specifications 3108.

Vibrated Reinforced cement concrete M20 mix using 20MM ISS HGBS graded metalstone including formwork and centering using soft water cost and coneyance of all materials to site including coast of cement at site formwork and centering using soft water labour charges for mixing , transportation,laying , vibrating curing concrete , hire charges for tools and plants including all other incidental charges etc.,comlete as per MORT&H specifications 1000,1500,1600,1700,2300 & 3100 for RE wall coping beam

Plain Cement concrete M15 (mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water , labour charges for mixing , transporting, laying , compacting ,curing concrete, working at depths, Tools and plants and incidental charges etc., complete as per relevant standards specification , for LEVELLING COURSE Below Friction slab

Vibrated Reinforced cement concrete M40 mix using 20MM ISS HGBS graded metalstone including formwork and centering using soft water cost and coneyance of all materials to site including coast of cement at site formwork and centering using soft water labour chatges for mixing , transportation,laying , vibrating curing concrete , hire charges for tools and plants including all other incidental charges etc.,comlete as per MORT&H specifications 1000,1500,1600,1700,2300 & 3100 for FRICTION BEAM

Vibrated Reinforced cement concrete M40 mix using 20MM ISS HGBS graded metalstone including formwork and centering using soft water cost and coneyance of all materials to site including coast of cement at site formwork and centering using soft water labour charges for mixing , transportation,laying , vibrating curing concrete, hire charges for tools and plants including all other incidental charges etc.,comlete as per MORT&H specifications 1000,1500,1600,1700,2300 & 3100 for FRICTION SLAB

Subestimate II : Provision for Retaining wall in Approach AP1 With Approach road

Supply and fabrication of Steel Grade Fe500 D HYSD Steel required for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. for Retaining Wall and Friction slab with Crash Barrier on RE Wall portion.

Earthwork exacavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS20B , including cost of all labour , equipments and all incidental charges and clearing the site and disposal of surplus materilas etc., complete as per relevant standard specification for Retaining wall

Plain Cement concrete M15 (mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water , labour charges for mixing , transporting, laying , compacting ,curing concrete, working at depths, Tools and plants and incidental charges etc.,

complete as per relevant standards specification , for LEVELLING COURSE for retaining wall

Vibrated Reinforced cement concrete of grade M35 (design mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site but excluding cost of fabrication of steel including cost of formwork, centering charges, softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants including all other incidental charges etc complete, as per relevant standard specification for Base slab of RCC Retaining wall

Vibrated Reinforced cement concrete of grade M35 (design mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site but excluding cost of steel including cost of formwork, centering charges softwater , labour charges for mixing ,transporting , laying and curing concrete , working at Heights Tools and Plants including all other incidental charges etc complete, as per relevant standard specification for Stem of RCC Retaining wall

Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement

Providing and fixing PVC seepage pipes of 100mm dia. of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back filling arangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill in between the Abutments and Wings.

Vibrated cement concrete VCC of grade M20 (design mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site but excluding cost of fabrication of steel including cost of formwork, Centering charges, softwater , labour charges for mixing ,transporting , laying and curing concrete , working at depths Tools and Plants including all other incidental charges etc complete, as per relevant standard specification for Base slab under PCC Retaining wall

Vibrated cement concrete VCC of grade M20 (design mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site but excluding cost fabrication of steel including cost of formwork,centering charges, softwater , labour charges for mixing ,transporting , laying and curing concrete , Tools and Plants including all other incidental charges etc complete, as per relevant standard specification for PCC Retaining wall Stem

Providing FILTER MEDIA behind Retaining walls for 600 mm thickness using filter material well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all labours and other incidental charges, etc complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014.

Formimg Embankment between Retaining wall using Excavated Earth including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, 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 embankment

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 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

Construction of Sub grade with Quarry fines from the approved source as directed by the departmental officers with not less than CBR 6 % including the cost and conveyance of earth to site , spreading the Earth Uniformly in layers of not exceeding 500 mm thick as directed by departmental officers including the compaction each layers to the required density in accordance with IS 2720 part VII at 95 % proctor density for embankment and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2.5 below the OMC determined and plasticity index value of not more than 20 and liquid limit value not greater than 40 in accordance with IS2720 using required capacity rollers in order to achieve the required density in layers including watering with all leads for water and finishing the surface to line and grades , sections as directed by the departmental officers and including hire charges and running charges for rollers and all other tools and plants employed for the work and all labour charges widening the embankment including the compacting the original ground with the power rollers etc. complete as per clause 304 MORT&H specification Rev.5

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- Grade -V

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- Grade -III

Providing and laying Tack coat over WMM/WBM surface ( treated with primer) using 2.50kg of Bitumen Emulsion (RS-1) per 10 Sqm for preparatory to the another bituminous construction over it, including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause503 of MORTH Rev-5.

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

Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SSI) 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

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

DBM (Grade-I) 125mm Thick Using VG40 Bitumen and more than 5m Paver Providing, laying 75mm 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 VG40 grade 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 site, spreading the mix to uniform thickness of 75 mm with mechanical paver finisher hydrostatic (more than 5m width) 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 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 505 of MORTH Rev-5

BC 40mm Thick (Grade-II) Using VG40 Bitumen (more than 5m Paver)Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temper

Subestimate III : Provision for Construction of Service Road aside of A1 & A2 approach and Drain in MBI road RHS

Removing the existing Paver Block in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

Dismantling the existing Reinforced Cement Concrete Center median in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

ature and mixing them in required temperature 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 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 CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic (more than 5m width), Vibratory / 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

Construction of Sub Grade with Quarry fines from the approved source as directed by the departmental officers with not less than CBR 8 % including the cost and conveyance of earth to site, spreading the earth uniformly in layers of not exceeding 250 mm thick as directed by departmental officers including the compaction of each layers to the required density in accordance with IS 2720 Part - VII at 95 % Proctor density for embankment and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2.5 below the OMC determined and plasticity index value of not more than 20 and liquid limit value not greater than 40 in accordance with IS-2720 using required capacity rollers in order to achieve the required density in layers including watering with all leads for water and finishing the surface to line and grades, sections as directed by the departmental officers and including hire charges and running charges for rollers and all other tools and plants employed for the work and all labour charges for widening the embankment including the compacting the original ground with the power rollers etc., complete for Service portions as per MORT&H Rev - V specification Clause - 304.

Vibrated reinforced cement concrete M40 (Design Mix ) using 20 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement and site including cost of formwork, centering charges, soft water, labour charges for mixing, tansporting, laying and curing concrete, working at Heights, tools and plants and incidental charges etc., complete as per relevant standard specification for Crash Barrier Over Retaining wall

Supply and fabrication of Steel Grade Fe500 D HYSD Steel required for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. for Retaining Wall and Crash Barrier over Retaining wall

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- Grade -V

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 vibratory soil compactor, 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 Service Road Portion

Providing and applying Tack coat over WMM surface (treated with Primer) using 2.50Kg of Bitumen Emulsion (RS-1) per 10.00Sqm for preparatory to the another bituminous construction over it, including cost of material, labour charges, machinery, fuel and all other incidental charges etc., complete as per MORT&H Rev - V specification Clause - 503.

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-Grade V

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-Grade III

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, 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 clearing the site and disposal of all surplus materials etc., complete for foundation of Drain as per relevant standard specification MORT&H clause 301 for DRAIN

Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SSI) 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

DBM (Grade-I) 90mm Thick Using VG40 Bitumen and more than 5m Paver Providing, laying 75mm 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 VG40 grade 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 site, spreading the mix to uniform thickness of 90mm with mechanical paver finisher hydrostatic (more than 5m width) 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 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 505 of MORTH Rev-5

Providing and fixing of M.S Gratings of 600 x 200 mm size with M.S flats of 25x10 mm for outer frames, 25x6 mm for inner braces and PVC pipe 150 mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position.

BC 40mm Thick (Grade-II) Using VG40 Bitumen (more than 5m Paver) Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 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 to paver 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 CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic (more than 5m width), Vibratory / 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

Disposal Of surplus Earth from earth work excavation after back filling Dispose the same within a 5km distance from work site, including all leads and lifts complete as per specification

Calculation of SubTotal, GST and Total carried out by system automatically