W/S of durgaganj gopiganj mairzapur ke anski bhag lot1

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 upto 1000 m as per MoRTH Specification 3.6 (301).

Construction of embankment / patri with approved material (Carted earth) obtained from borrow pits with all lifts and lead up to 1 km transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per MoRTH Specification 3.16 (305).

Construction of granular sub base by providing close graded material spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel rollar to achieve the desired density,complete as per MoRTH Specification 4.1 (401). for widening

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. for widening

Providing, laying and 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 with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub-base / subgrade and compaction with road roller to achieve the desired density. for widening

Providing and applying tack coat-1 with bitumen (VG-10) using bitumen Emulsion pressure distributor @ 0.35 kg per sqm on the prepared granular surface cleaned with mechanical broom as per MoRTH Specification 5.2 (503). Before DBM

Providing and applying tack coat-2 with bitumen (VG-10) using bitumen Emulsion pressure distributor @ 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MoRTH Specification 5.2 (503). Before BC

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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. 507 complete in all respects.

Providing and laying bituminous concrete 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 bituminous binder @ 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 U-Type drain in Aabadi portion Earth work in excavation of foundation of structures as per drawing and technical 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 MoRTH Specification 12.1 (304).

Construction of U-Type drain in Aabadi portion Plain cement concrete M-10 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 MoRTH Specification 12.4 (2100).

Construction of U-Type drain in Aabadi portion Furnishing and Placing Reinforced cement concrete grade M-20 in foundation as per drawing and Technical Specification as per MoRTH Specification 12.8 (1500, 1700 & 2100).

Construction of U-Type drain in Aabadi portion Mild steel work (TMT Bar HYSD) such as in reinforced concrete work wrought to required shape as necessary including bending and also including supply of steel and wastages and overlapping and hooks required for completion of the work As per SOR S.I. No. 504.

ASHTBHUJA CONSTRUCTION