Strengthening of Shivrajpur Bindki Lalauli Road (MDR-15) in Km-7 to 26(880) District Fatehpur

Amount

Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (without Tippers). as per MORT&H specification clause no-305 (in patri work). including labour cess. GST shall be paid extra as applicable at the time of payment.

Excavation for roadwork in soil with hydraulic excavator 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 1000m. as per MORT&H specification clause no-301. including labour cess. GST shall be paid extra as applicable at the time of payment.

Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.. as per MORT&H specification clause no-305.4.3. including labour cess. GST shall be paid extra as applicable at the time of payment.

Sand filling in plinth excluding supply of necessary quantity of sand from a distance not excceding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work . including labour cess. GST shall be paid extra as applicable at the time of payment.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density. as per MORT&H specification clause no 401. including royality & labour cess. GST shall be paid extra as applicable at the time of payment.

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 MORT&H specification clause no 406. including royality & labour cess. GST shall be paid extra as applicable at the time of payment.

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 of 1% OPC cment and 3.5% emulsion 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 MORT&H specification clause no 406 A. including royality & labour cess. GST shall be paid extra as applicable at the time of payment.

Providing and laying dense graded bituminous macadam Grading-II with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent (VG-40) 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 B complete in all respects. including royality, bitumen & labour cess. GST shall be paid extra as applicable at the time of payment.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechanical broom. as per MORT&H specification clause no 503. including bitumen & labour cess. GST shall be paid extra as applicable at the time of payment.

Providing and laying bituminous concrete with 100-120 TPH 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 (VG-40) 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 B complete in all respects. including royality, bitumen & labour cess. GST shall be paid extra as applicable at the time of payment.

Ashok Kumar Chhabra Constructions Pvt.Ltd.

S. S. Construction Co.