Widening and Strengthening of Jila Aspatal Chaurahe Se Kaily Asptal Hote Hue Sonupar Rampur Devariya Road ka Shesh Bhag ka Karya

Amount

Construction of embankment with ordinary soil 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 of MORTH specification.

Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per MORTH specification clause 301..

Scarifying the existing bituminous surface and disposal of scarified material within all lifts and leads upto 1000 metres.

Construction of granular sub-base by providing coarse graded material, 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 MORTH specification 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH specification clause 406.

Providing and applying primer coat with Bitumen Emulsion SS-2 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using .mechanical means.as per MORTH specification, clause 502.

Providing and laying Dense Graded Bituminous Macadam Grading II with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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.

Providing and applying tack coat with bitumen VG10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with air compressor as per MORTH Specification Clause 503..

Providing and laying bituminous concrete Grading - II, 13 mm (Nominal Size) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with Bitumen VG30 @ 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. 509 complete in all respects

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

Earth work in excavation of foundation of structures by Mechanical Means as per drawing and MORTH 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 as per SI.-251.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawing and as per SI.-280

Brick Masonry with Class- 150 bricks in cement and coarse sand mortar 1:3 in foundation/ drains etc. complete excluding pointing and plastering, as per Drawing and MORTH specification clause No. 1300.

Reinforced Cement Concrete 1:1.5:3 with 20 mm Stone agg. in Drains as per Drawing including supply of all material , labour, T&P etc. complete required for proper completion of work as per SI.-284A.

Reinforced Cement Concrete 1:1.5:3 with 20 mm Stone agg. in Slab of culverts as per Drawing including supply of all material , labour, T&P etc. complete required for proper completion of work as per SI.-288.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement complete as per Drawing and MORTH specification with all material, labour, T&P etc. complete required for proper completion of work as per direction of Engineer-in-charge.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and MORTH Specifications

Struck Cement pointing with 1:2 cement and sand mortor over masonry complete as per Drawing and as per direction of Engineer-in-charge.

Providing, laying and fixing RCC Hume Pipe 350mm dia NP3, including cost of all material, labour, T&P etc complete as per direction of Engineer-in-charge..

Providing, laying and fixing RCC Hume Pipe 900mm dia NP3, including cost of all material, labour, T&P etc complete as per direction of Engineer-in-charge..

M/S GOVIND MADHAV

M/S RAJ CONSTRUCTION

BHARDWAJ UNIBUILD PRIVATE LIMITED

M/S JITENDRA SINGH

P P P ANDEY INFRASTRUCTURE PRIVATE LIMITED

JAI SHAKTI CONSTRUCTION

M/s Raj Laxmi Enterprises

M/S R.K.TRADERS

PAWAN KUMAR SINGH

SHIV CONSTRUCTION