WIDENING and STRENGTHENING WORK OF REMAINING PART OF TILHAPUR MOD TO RASOOLPUR BYUR VIA AUDHAN

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, and transporting to the embankment location in near vicinity. Open Area Excluding GST

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 location within all lifts and lead upto 1000m Excluding GST Abadi Portion for CC

Construction of embankment with approved material deposited at site from road way cutting and excavation from drain & foundation of other structure graded and compacted to meet requirement of table No. 300-2 (Aadi Area + Open Area Excavation ) Excluding GST

Construction of embankment/ Patari with approved material obtained from RIGHT OF WAY with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per Morth Speci. Class 305(3.18). (local Earth) Excluding GST

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth MORD Specific - ations 401 Excluding GST

Providing, laying, spreading and compacting graded stone aggregate (45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent , 2.36 mm to 75 micron@ 30 per cent) to wet mix macadam (Bharatkoop/kabari) 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (WMM) Excluding GST

Providing, laying, spreading and compacting graded stone aggregate (45 mm to 22.4 mm, 22.4 mm to 2.36 mm , 2.36 mm to 75 micron of Kabarai or Bharatkoop quarry) to (Stabilization with emulsion3.5% and cement 1%) 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (ETA) Excluding GST

Providing and applying tack coat with bitumen VG-10 Grade using Bitumen pressure distributor @ 0.30 kg per sqm on the prepared granular surfaces (treated with primer on new WBM surface only) & cleaned with broom as per Technical Specification Clause 503. Excluding GST

Providing and laying dense graded bituminous macadam with computerised, 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. Excluding GST

Providing and applying tack coat with bitumen VG-10 Grade using Bitumen pressure distributor @ 0.30 kg per sqm on the prepared granular surfaces (treated with primer on new WBM surface only) & cleaned with broom as per Technical Specification Clause 503. Excluding GST

Providing and laying bituminous concrete with 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 respects. 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. Excluding GST

Construction of un-reinforced (CC), dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement (OPC) @ 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 Excluding GST

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. As per MoRT&H Spec. Sr. No. 12.1 clause 304 Excluding GST

Plain Cement Concrete (M-15) in Open Foundation complete of the work as per MoRT&H Spec. Sr. No. 12.8 clause 1500, 1700 & 2100 Excluding GST

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications. As per MoRT&H Spec. Sr. No. 13.1 clause 1300 & 2200 Excluding GST

Furnishing and Placing Reinforced/ Prestressed cement concrete M-20 in super-structure as per drawing and Technical Specification. As per MoRT&H Spec. Sr. No. 14.1 clause 1500. 1600 & 1700

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per MoRT&H Spec. Sr. No. 14.2 clause 1600 Excluding GST

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. As per MoRT&H Spec. Sr. No. 13.2 clause 1300 & 2200 Excluding GST

Supply of 350 NP-3 Hume pipes at site aper direction of E/I Excluding GST

Laying of 350 NP-3 Hume pipes as per MorTh specification including all material, T&P labour to complete work as per direction of E/I Excluding GST

Supply of 900 NP-3 Hume pipes Excluding GST

Laying of 900 NP-3 Hume pipes as per MorTh specification including all material, T&P labour to complete work as per direction of E/I Excluding GST

M/S Amar and Company