Widening streingthening of Budhanpur Didarganj to Mehnajpur Aurihar Road )SH-124) in km. 105.880 to 119.180 tak in Distt Ghazipur

Amount

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, within all lifts. Including all T&P, Material, Labour cass etc but excluding G.S.T.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.Including all T&P, Material, Labour cass etc but excluding G.S.T.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(Lead 1 km) Including all T&P, Material, Labour cass etc but excluding G.S.T.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Lead..1.. km) Including all T&P, Material, Labour cass etc but excluding G.S.T.

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Including all T&P, Material, Labour cass etc but excluding G.S.T.

Providing and applying primer coat with bitumen slow setting emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means.as per technical specification clasue 502 Including all T&P, Material, Labour cass etc but excluding G.S.T.

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom. Including all T&P, Material, Labour cass etc but excluding G.S.T.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Including all T&P, Material, Labour cass etc but excluding G.S.T.

Providing and applying tack coat with VG-10 bitumen on bituminious surface including clearing of road surface and spraying primer at the rate of 0.30 kg/sqm using mechanical means. Including all T&P, Material, Labour cass etc but excluding G.S.T.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respectsIncluding all T&P, Material, Labour cass etc but excluding G.S.T.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Including all T&P, Material, Labour cass etc but excluding G.S.T.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (Height upto 5m) SI.No.-13.60 (1600 & 2200) { in foundation 1.00%,in sub structure 1.25%,and in super structure 1.50%.(As per MORTH sheet) Including all T&P, Material, Labour cass etc but excluding G.S.T.

R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 for slab excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire.

Brick Masonry Work in Cement Mortar 1:3 in Parapet complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.SI.No.12.50(1300) M-15 Including all T&P, Material, Labour cass etc but excluding G.S.T.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30mm thick local sand on bed, filling joints with local sand & also including making base over course graded materials 20 cm compacted thickness as per clause 401& also including supply of all materials labour T&P etc required for proper completion of work.as per P.W.D. SOR 1504 directed by E/I. Including all T&P, Material, Labour cass etc but excluding G.S.T.