NABARD (RIDF-XXIII)2023-2024 FORMATION OF BT ROAD

Amount

Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 A

Construction of Granular Sub-base by providing close graded material,mixing in a machanical 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 acheive the desired density,Complete as per clause 401.

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with 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

Providing and laying Prime Coat over WBM/ WMM Surface using 7Kg 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 per Clause 502 of MORTH Rev-5

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

Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher /9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5

Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 45.27 kgs of 60/70 Grade Bulk bitumen and 5.03kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 30 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher /9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5

Providing and laying Well Gravel to the specified thick including cost and conveyance of Well gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH

Providing and Laying of Hot applied Thermoplastic Compound 12.5 mm thick including refelectorising glass beads @250 gms per sqmm area thickness of 2.5 mm is exclusive of surface applied glass as per IRC:35 the estimated finished surface to be level,Uniform and fre from steaks and holes etc.,Complete as per MORTH&H Specification NO 803.

Identification Signs"Providing and errecting Direction and Place Identification Retro Refelectorised signs made out of cube corner micro Prismatic Grade Sheeting Confirming to type XI Standards of IRC 67 2012 AND astm d 4956 -09 Specification anf fixed over 2 mm thick Aluminium Sheet fixed over Black Supporting frame of 25 mm x25 mm x3mm mild steel angle post 75x75x6mm with a clear height of not less thgan 2.010 m from the ground level to the bottom of the sign board and 0.60 m below ground level the sig post should the painted as per IRC 67-2012 and family fixed to the ground by means of properly designed foundation with M15 Grade Cement Concrete 45 cm x45cmx60cm size including cost and conveyance of all materials equipemnt machinery and labour with all leads and liftts. loading charges necessary for satisfied completion of the work as directed by the engineer incharge. Micro Prismatic grade Completion of the work as directed by engineer incharge.Micro Primatic grade retro refelectionas per Table 6.9 of IRC 67-2012 The Rectro refelective sheeting shall be Coverd under 10 years warrenty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC67-2012 Specification for Location of black Spot Cuve Sharp bed junction Ghat Raods and critical applications

Clearing and Gurbbing by Light Jungle Removing and Disposting of all materials such as bushes,Shurbs,Stumbs,Roots,Grss,Weeds,top organic Soil not etc., Compl;ete as per MORTH Specification 111,112,201 Up Keeping 1st Year(50%)

Up Keeping 2nd Year(60%)

Up Keeping 3rd Year(60%)

Up Keeping 4th t Year(60%)

Up Keeping 5th Year(60%)

Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 A Up Keeping 1st Year(40%)

Up Keeping 2nd Year(40%)

Up Keeping 3rd Year(40%)

Up Keeping 4th t Year(40%)

Up Keeping 5th Year(40%)

Tack Coat - Providing and applying tack coat with emulsion (RS-1 Type) using emulsion pressure distributer at the rate of 0.2 kg/sqm on the prepared bitmious/Granular surface cleaned with maechanical broom as per clause 503 4th Year 3%

5th year 5%

Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 45.27 kgs of 60/70 Grade Bulk bitumen and 5.03kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 30 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher /9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5 4th Year 3%

5th year 5%