New Construction work of Goverdhan Bypass Road to Goverdhan Helipad (Paintha) Link Road in District Mathura.

Amount

Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. As per S.I. No. 259.

Construction of embankment/Patri with approved material obtained from borrow pits with 5 K.M. distance all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRT&H clause 305 (3.16) & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work.

Providing, laying spreading & compacting of granular sub-base by providing coarse graded (Gr-1) materials of approved quarry, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete and including all machinery charges & including all labour, T&P etc required for proper completion of the work. as directed by Engineer Incharge. As per MoRT&H clause 401(b).

Construction of dry lean cement concrete sub base over a prepared sub grade with coarse & fine aggregates of approved quarry confirming to I.S. 383. The size of coarse aggregate not excceding 25 mm aggregate cement ratio not to content not to excced 15:1 aggregate gradition after blending to be determind during trial lenght content not to be less than 150 Kg./Cum. optimum moisture content to be determind during trial length construction compresive Strength not to be less than 10 mpa at 7 days mixed in a batching plant transported to site laid with a paver Finisher & compacting with 8-10 tonne vibratory roller finishing & puring as per MoRT&H Specification No. 601 (6.1) complete in all respects also including cost of material, labour, T&P etc required for proper completion of the work as per direction of Engineer Incharge.

Construction of un-reinforced dowel jointed plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400kg/Cum, coarse and fine aggregate of approved quarry 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 Concrete 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, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete in all respects also including cost of material, labour, T&P etc required for proper completion of the work as per direction of Engineer Incharge as per MoRT&H Specification no 602.

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or 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 In-charge upto a distance of 30m from the foundation trenches. As per S.I. No. 251.

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. As per S.I. No. 281

Class-150 brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per S.I. No. 305.

12mm thick Cement plaster in (1 cement : 4 Coarse sand) single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any additive. As pe S.I. No. 582(II).

Providing and laying cement concrete in 1:2:4 of not less than strength of M-150 Stone Grit (20 mm nominal size) approved coarse sand and cement, curing complete, Including cost of form work. As per S.I. 279a.

Supply and laying & fixing of 900mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.

Supply and laying & fixing of 600mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.

Supply and laying & fixing of 350mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.

Laying of I shaped precast Interlocking tiles of thickness 100 mm (Rubber molded) (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. As per Chapter no. 20 Sl No. 19.

Preeti Buildcon Private Limited

M/S NARENDRA SINGH

M/S G.G. INFRATECH

K.K. Construction

DEEPAK CONSTRUCTION

M/S GOVERDHAN ASSOCIATES

M/s Akash Deep Construction Compnay

M/S SHREE RAM CONSTRUCTION

shree ram stone supliers