Special repair work in the damaged portion from Km 1 to 8 of Lohagadh -Sersa- Sesa-Kharela-Pahadgaon other district road

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Grade-2 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.As per MORT&H Technical Specification Clause 404

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Grade-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.As per MORT&H Technical Specification Clause 404

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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 As per MORT&H Technical Specification Clause 602

Providing and applying primer coat with SS1 grade 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 MORT&H Technical Specification Clause 502A(1)

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MORT&H Technical Specification Clause 503(1)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.As per MORT&H Technical Specification Clause 510

Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.As per MORT&H Technical Specification Clause 511

Earthwork in excavation for structures as per drawing & technical specifications clause 305.1 including setting out, construction of shoring & bracing ,removal of stumps & other deleterious matter ,dressing of sides & bottom, backfilling the excavated earth to the required extent and utilising the remaining earth locally for roadwork. Si No. 251

Stone Dust filling in foundation trenches as per drawing & Technical Specification clause 305.3.9

Plain cement concrete mix 1:3:6 C:CS:crushed stone aggregate 40 mm nominal size , placed in foundation and compated by vibration including curing for 14 days as per MORD Specification No 800/1200 [Sr No 11.4 - I(II)]

Providing & Laying reinforced concrete pipe NP4 for culverte on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (1 cement : 2 coarse sand)[As per MORD Specification No 9.3 - 1100(B)] for 1000 mm dia NP3 Hume Pipe

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications (Mort&h Sl.No. 13.1)

Plastering with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (Mort&h Sl.No. 13.03)

Cement Concrete for Reinforced Concrete complete as per Drawing and Technical Specification. RCC Grade M25 using batching plant & manual placing Sr. 9.06

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (As per MORT&H) SI-15.11,E-Case-II

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Construction of Subgrade and Earthen Shoulders 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.