Widening and Strengthening of Munderwa Rampur Bankati Road

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..

Providing, laying, spreading and compacting of existing granular material adding cement and admixture using truck mounted/ self propelled cement spreader shall have variable working width with microprocesssor, controlled spray rate through augers and cellular wheels. The aggregate shall be in situ pulverized/ stablize using four wheeled drive recycler having working depth up to 50 cm with variable depth control system. Compacting with vibratory roller to achieve design unconfined compressive strength. (without Addtitive).

Providing, laying and spreading of graded stone aggregate to WMM specificatio after mixing with water at OMC in machanical mix plant, carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.50% Bitumen Emulsion in uniform single layer on sub base/ subgrade and compacting with road roller to achieve the desired density.

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 900mm dia NP3, including cost of all material, labour, T&P etc complete as per direction of Engineer-in-charge..

AMBE INFRAPROJECTS PRIVATE LIMITED (BID ID -5044776)

M/S A M CONSTRUCTIONS (BID ID -5043473)

M/S AMT BUILDERS PVT LTD (BID ID -5043319)

B.P.Construction (BID ID -5044355)