Widening and Strengthening work of Baldev Mai Road (ODR) from 3.75 m to 5.50 m in District Mathura

Scarifying existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lift and leads upto 1000 m as per Technical Specification Clause 305.4.3

3.06 (301) Excavation (Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.) Excavation for roadwork in soil with hydraulic excavator 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

Construction of Embankment with Material obtained from Borrow pits 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. (Carted Earth) Specification No. 3.16 (305)

Construction of Subgrade and Earthen Shoulders 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 Specification No. 3.18 (305)

GRANULAR SUB-BASE with Graded Material (Table: - 400-1) (B-By mix in Place method) Construction of Granular Sub Base by Providing Granular Material, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Froont & Loader at OMC and compacting with Vibratory Roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 4% OPC cement in Uniform single layer on sub base/subgrade and compacting with the road roller to achieve th desire density.

4.14 (406 B) WET MIX MACADAM (Plant Mix Method) Providing, laying, Spreading & Compacting graded stone aggregate to wet mix macadam specification including premixing the material and water at O.M.C. in machenical mix plant carriege 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 as per MoRT&H Specification 406.(B)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MoRTH Specification No. 5.01 (502 A)

Bituminous Concrete 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 @ 5.40% 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. 507 complete in all respects

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.