Strengthening of Khurja Shikarpur road (ODR) in District Bulandshahar Length 13.650 Km

Amount

Earth work in embankment or Patri with ordinary soil exvavation to be in the from of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slops SL No -253 (a) , 260 & 261 but excluding GST

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 but excluding GST

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC and ordinary Portland Cement @ 1 % By weight of Mix and 3.5 % Emulsion SS2 By weight of Mix 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 designed ITS (Indirect Tensile Strength). but excluding GST

Providing and applying Tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg/sqm on the prepared bitumninous/granular surface cleaned with mechanical broom. MORT&H Specification 503 but excluding GST but excluding GST

Providing and laying bituminous concrete with higher capacity hot mix plant 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. 507 complete in all respects but excluding GST

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 but excluding cost of GST.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel/ vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming, crushable screening binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density but excluding GST

Supply & Laying of 80 mm. thick ISI Precast cement concerete I- Shape' Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200 x (160+120mm) of O.P. cement smooth high gloss finish, skid resistant. manufactured from rubber moulds through vibro - compression mechanism. The compressive strength of concrete paver block shall not be less than 30MPa (M-30) and weigt 5kg per No. confirming to IS: 15658 - 2006 including cost of material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge. as per S.I. No. New item(i) but excluding GST

M/S DIMANIYA BUILDERS (BID ID -4846970)

M/S VIJAY KUMAR (BID ID -4836265)

B.P.Construction (BID ID -4852870)

J S S Infratech (BID ID -4853381)

M/S GOVERDHAN ASSOCIATES (BID ID -4852846)