Widening of Kuthond to Jalaun Devi Mandir Via Shekhpur Ahir road in km-1 to 14 and 15(300). in Jalaun district (Length 14.300 Km.)

Amount

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 left and lead uo to 1000 mtr. (Morth specification no-3.06-301 Page-48)

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. (Morth specification no-3.17-305 Page-64)

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 (Only Compaction) 300-2.(Morth specification no-3.19-305 Page-65-66)

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401( Grade-I) (Morth specification no-4.01-401 A Plant mix method Page-79)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Grade-II 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.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Grade-III 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.(Morth specification no-404- II Grading-II( Page-108)

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

Providing and applying primer coat with SS-1 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. (Morth specification no-502 A-(I) Prime coat over WMM/WBM, Page-127)

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Morth specification no-503 (ii) Tack coat on Granualr suftace treated with primer, Page-131-132)

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. Open graded premix surfacing(Morth specification no-510 Page-148-149)

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.(Morth specification no-511(ii) case - Type-B Page-153-154)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement , 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 (M-30 Grade concrete)

Construction of 2×3×3.00 mtr span RCC Culvert- 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.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

PCC M-15 Grade leveling course below approach slab complete as per drawing and technical specification

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Supplying, fitting and placing un coated HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications

Drainage spouts complete as per drawing and technical specification

Filter media behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Construction of KC drain- Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material.

Providing concrete for plain/reinforced (M-10) concrete in open foundations complete as per drawing and technical specifications clauses 802,803,1202 & 1203

Brick masonry work (1:4) in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600,1200 & 1203

Plastering with cement mortar (1:4) mm thick on brick work in substructure as per techinical specification clauses 613.4 & 1204

M/s Shree Nath Ji Constructions