Widening and Strengthening work of Meerut Pauri (NH-34) of Km-55 to Meerapur Bus Stand Sarai Bhumma Naher Pul to Km-15 of Khedi Kuresh Ghatayan Road

Amount

Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

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.

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 granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end 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 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.

Providing, laying, spreading and compacting stabilized graded stone aggregate to wet mix macadam specification after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC and 3.5% Emulsion 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 applying tack coat with bitumen V.G.-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent 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 MORT&H specification clause No. 507 complete in all respects.

Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). S. I 12.07(697)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved 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.

Excavation in foundation in ordinary soil (loam, clay or sand) (S.I. No. 251)

Cement Concrete with 4cm gauge stone ballast, coarse sand and Cement in proportion of 1:4:8 in foundation. (S.I. No. 281)

Plain Cement Concrete 1:3:6 Mix With Crushed Stone Aggregate 40 MM Nominal Size Mechanically Mixed, Placed In Foundation and Compacted By Vibration including Curing for 14 Days. (S.I. No 279b)

Cement Concrete with 2cm gauge stone grit, coarse sand and cement in proportion of 1:2:4. (S.I. No. 279a)

M-150 class brick masonary laid in 1:3 cement and coarse sand mortar. (S.I. No 307)

R.C.C. grade M25 work 1:1.5:3 with cement coarse sand and 20mm gauge stone ballast in bed block. (S.I. No 284a)

M.S. Or Iron work in plain work such as reinforcement.

Providing and laying reinforced cement concrete pipe NP3 for culverts. H.P. Culver 600 mm Dia

Providing and laying reinforced cement concrete pipe NP3 for culverts. H.P. Culvert 350 mm Dia

Struck pointing with cement and fine sand of 1.25 F.M. in ratio of 1:2 on brick work. (S.I. No 574)

Supply and laying of compacted 40 mm gauge stone ballast.

Sarvodya Infracon Pvt. Ltd.

amit kumar contractor

Shakuntlam Builtech

KRISHNA CIVICONS (INDIA) PRIVATE LIMITED

M/S CHAUDHARY ASSOCIATES

ANUJ ASSOCIATES

M/S SHANTI ASSOCIATES

M/S DS CONSTRUCTION

SHIV SHAKTI INFRA BUILDWELL PRIVATE LIMITED