Strengthening And Widening of Partapur Gangol Tirth Chandsara Fafunda Road in District Meerut

Amount

Excavation in foundation in mixed soil with moorum,shingle,kankar required the special tools & plants including lift up to1.50 m. and lead upto 30m and including filling watering and ramming of excavated earth into the trenches and the side of foundation trenches or into the plinth and removal ,disposal of suurplus earth.si 251(a)Rates are including all labour, material, T&P, taxes & labour cess but excluding GST

Construction of Embankment with Material obtained from Borrowpits 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.Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete .As per Reference to MORT&H Specification 401 SN. 4.01 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Providing, laying and spreading of Stablized graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5% Emuslion in unform single layer on sub-base /subgrade and compacting with the road roller to achieve the desire density. including all labour, material, T&P, taxes & labour cess but excluding GST

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of @ 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per Reference to MORT&H Specification 503 SN.5.02 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 complete in all respects.As per Reference to MORT&H Specification 505 SN. 5.4 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of @ 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per Reference to MORT&H Specification 503 SN.5.02 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 complete in all respectsAs per Reference to MORT&H Specification 507 SN. 5.5 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Supply & laying of 80mm thick Precast cement concerete I-Shape' Interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40Mpa and weight 4.5kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand. including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. including all labour, material, T&P, taxes & labour cess but excluding GST

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move )Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Cement concrete with 4cm. Gauge approved stone grit,coarse sand and cement in 8:4:1 proportion all same as S.O.R item 281.Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:2;4 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra but in lighter beam having spans upto 6 M.Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in sub-structure complete as per drawings and Technical Specifications Clauses 1002, 1005, 1010 & 1202 including all material, labour, taxes but excluding GST.

J S S Infratech

Jeet Construction