renewal work of aligarh-raya-mathura road to satloni road in km-1, 2, 3(370) - part-a (bituminous work)collection of 22.4-53 mm size stone ballast of approved quarry (m/c) duly stacked at site true to template, including its cartage, loading & unloading and including all taxes & royalty. required for completion of the work as per direction of engineer-in-charge. (including cost of all material, labour, t&p, labour cess but excluding g.s.t.) 2 collection of crushable type/ stone dust of approved quarry duly stacked at site trueto template,including its cartage, loading & unloading and including all taxes & royalty. required for completion of the work as per direction of engineer-in-charge. (including cost of all material, labour, t&p, labour cess but excluding g.s.t.) 3 consolidation of 22.4-53 mm size stone ballast in filling pot holes and undulation including opening out stacks, spreading in existing surface. making medhi to retain water and lead up to 200 meter and also including hire charge of road roller & its fuel charges etc.binding material as crushable type screening/stone dust and water allowance used with consolidation.required for completion of the work as per direction of engineer-in-charge. ch-20, s.i. 755 a (including cost of all material, labour, t&p, labour cess but excluding g.s.t.) 4 providing and applying tack coat with bitumen vg-10 using bitumen distributor @ 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503. (including cost of bitumen vg-10)(including cost of all material, labour, t&p, labour cess and all other taxes but excluding g.s.t.) 5 20mm thick open-graded premix carpet using bituminous (penetration grade/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat type c as per technical specification clause 508. case - i by manual means . (including cost of bitumen vg-10) (including cost of all material, labour, t&p, labour cess and all other taxes but excluding g.s.t.) 6 seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510 case - iii : type c (i) (including cost of bitumen vg-10) (including cost of all material, labour, t&p, labour cess and all other taxes but excluding g.s.t.) 7 construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. (including cost of all material, labour, t&p, labour cess and all other taxes but excluding g.s.t.) 8 part-a(bituminous work)05 year maintenance charge @ 15%)routine maitenance of road for 05 years after the competion of work (vide shasanadesh no. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 dated 16.01.2024 & letter no. 36890c/rmc/mool-23-24 dated 17.02.2024 of enc pwd. rate excluding of g.s.t.)1-1st year @ nill 9 2nd year @ 1.50% 10 3rd year @ 3.00% 11 4th year @ 4.50% 12 5th year @ 6.00%