tender for construction of bizimau to sarifabad link road with 05 year maintenance - construction of subgrade with material obtained from borrow pits (for local earth work) construction of embankment with approved material obtained from availble land as permitted and approved byengineer-in-charge and as per technical specitaion clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of tables 300.1and 300.2 as per technical specification clause 301.5 (i/c labour cess and excluding gst) 2 providing, laying, spreading material on a prepared sub grade,adding cement @ 2% by the weight of the spread material manually mixing in place with rotavator and compacting with road roller at omc to achieve the desired unconfind compressive strength and to form a layer of sub-base.. (i/c labour cess and excluding gst) 3 providing, laying, spreading material on a prepared sub base, cement @ 4% by the weight of the spread material manually mixing in place with rotavator and compacting with road roller at omc to achieve the desired unconfind compressive strength and to form a layer of base. (i/c labour cess and excluding gst) 4 construction of shoulder (parti) with approved material obtained from availble land as permitted and approved byengineer-in-charge and as per technical specitaion clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of tables 300.1and 300.2 as per technical specification clause 301.5(i/c labour cess and excluding gst) 5 providing and applying tack coat with bitumen vg-10 using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. (i/c labour cess and excluding gst) 6 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 of either type a or type b or type c as per technical specification clause 508. case - i by manual means (i)bitumen (s-90) (i/c labour cess and excluding gst) 7 seal coatproviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510 a.by manual meanscase - i:type a (i)bitumen (s-90) (i/c labour cess and excluding gst) 8 1000 mm& 350 mm hume pipe culvertexcavation in soil using hydraulic excavator and tippers with disposal upto 1000 m excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment. (i/c labour cess and excluding gst) 9 plain cement concrete 1:3:6 norminal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed placed in foundation and compected by vibration including curing for 14 days complete & technical specification as per section 2100 ofmorth specification.(i/c labour cess and excluding gst) 10 brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations as per section 1300,2200 of morth specification. (i/c labour cess and excluding gst) 11 pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:3 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.as per mort&h specification 1312. (i/c labour cess and excluding gst) 12 laying 1000 mm dia np-3 rcc pipe for culverts onfirst class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works, back filling conrete and masonary works in head walls and parapets. complete & technical specifications as per section 2900 of mort&h specifications .(i/c labour cess and excluding gst) 13 laying 350 mm dia np-3 rcc pipe for culverts onfirst class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works, back filling conrete and masonary works in head walls and parapets. complete & technical specifications as per section 2900 of mort&h specifications .(i/c labour cess and excluding gst) 14 maintenance od constructed road for next five year after the actual date of complition. the contractoe shall be paid total maintinence cost as @ 7.50%rs-14,02,661.00 for five years in the form of installments as given below.payment shall be done as per p.w.d. specification.(rates are including labour cess but excluding gst) 1 st to 2nd year after the actual date of complitionmaintenece @ 1.0 % on (49,40,893.00) (i/c labour cess and excluding gst) 15 3rd year maintenece @ 1.50 % on(49,40,893.00) 16 4th year maintenece @ 2.0 % on(49,40,893.00) 17 5th year maintenece @ 3.0 % on(49,40,893.00)