Strengthening of Fatehpur Bahua Hinauta Road (SH-170) Ch. 58.850 to 92.625 (Gajipur Vijaipur Portion) In-Distt-Fatehpur

Excavation in foundation in soil mixed with moorum/ shingle/Kanker requiring the use of special T&P such as pick axes, sabbals etc including lift up to 1.50 meter and lead upto 30 mtr including filling watering and ramming of excavated earth into the trenches of 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 incharge upto a distance of 30m from the foudation trenches.

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. As per MORT&H specification No.301

Providing and Laying of Blanket coat by providing, laying, spreading and compacting coarse sand in uniform layer on a prepared surface with motor grader and compacting with power roller etc as per MORT&H Specification No.404.3.2

Relaying of granular sub-base by providing old excavated material with new finer materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Construction of granular sub-base by providing coarse graded material grade-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. sl No.4.2

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. as per MORTH specification No. 406

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 as per Morth specification no 602

Providing, laying, spreading and compacting graded stone aggregate to Stablizedwet mix macadam specification including premixing the Material with water at OMC .1.00% cement by wt and 3.5% Emulsion 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.

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 @ 4.0 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. 505 complete in all respects.(DBM Grade-I)

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.as per MoRTH specification. No 503

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 clause No. 507 complete in all respects (B.C.- Grade-II)

Providing and Laying of Interlocking Concrete Block of rubber moulded refelective double D 80 mm thick tiles of precast compressed cc passing minimum 30 mm compressive strength ISI mark. MORD Specification Clause 1504.

Construction of Earthen Shoulders / Patri with approved material obtained from Road site with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Ms Highway Construction co

SRS EXPRESS PRIVATE LIMITED

M/s J.K. Construction

M/s Raj Laxmi Enterprises

M/s PBC Infrastructure India Private Limited