Widening and Stregnthening of Goverdhan Palso Road in Distt. Mathura

Amount

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 . As per MORT&H Specification No. 301 (3.6).

Construction of embankment/Patri with approved material obtained from borrow pits with ordinary soil with 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.

Construction of embankment/Patri with approved material obtained from borrow pits with 2 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, 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). (Two Layer)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.50% emulsion in Uniform single layer on sub base/subgrade and compacting with the road roller to achieve th desire density.

Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with Mechanical broom, including all Taxes, Material, Labour, T&P etc required for proper completion of the work.

Providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grade premixed with bituminous binder VG-30 @ 5.40% of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with to the required grade, level and alignment, rolling with smooth Wheeled vibratory & Tandom Rollars to acheive the desired compaction as per MORT&H Specifications clause 509 Complete in all respects.

Construction of dry lean cement concrete sub base over a prepared sub grade with coarse & fine aggregates 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 @ 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

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.

RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). As per S.I. No. 5.1.2

M.S. (Sail steel) in plain work such as RCC work including bending for proper shape and including supply of steel and its wastage, bends, hooks and authorised overlapping shall be measured and including cost of binding wire.

12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth.

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 of 350mm dia NP-3 hume pipe including all labour and T&P etc. complete as directed engineer in charge

Supply and Laying of 600mm dia NP-3 hume pipe including all labour and T&P etc. complete as directed engineer in charge

Supply and Laying of 900mm dia NP-3 hume pipe including all labour and T&P etc. complete as directed engineer in charge

M/S SHREE RAM CONSTRUCTION

M/s Akash Deep Construction Compnay

Jeevan Construction Company