Strengthening of Khajurhat Milkipur Amaniganj Rudauli Raujagaon Road (MDR 184 E)KM 41.900 to 48.900

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, within all lifts and lead upto 30m.

Sand filling in trench including supply of necessary quantity of sand from a distance not exceeding 8 km from site of work including watering ramming dressing etc required for proper completion of work

Earthwork in cutting or in embankment in ordinary / moorum soil, excavation to be in the from of regular pits not exceeding 1/2 metre C 20") in depth and earthwork in embankment to be in 20cm(8) Layers including ramming and dressing the surface to required levels and slopes and also including 1.5metre (5ft) lift and 30m.(100ft) lead. The earth from cutting to be used in making embankment or to be desposited as spoil banks within 30m.(100ft) distance as directed by the Engineer-in-Charge.

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 rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per technical clause 401 (Quarry-Shankar garh)

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 1% OPC cement+3.5 % emulsion in uniform layer to achieve the desired density. (Quarry-Sukrut)

Providing and laying dense graded bituminous macadam (Grade-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. 507 complete in all respects. (Quarry-Kabrai)

Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. Over Wmm

Providing and laying bituminous concrete (Grade-II) with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4% 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 (Quarry-Kabrai)

Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5m. (5fts.) and lead upto 30m. (100fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches. as per MO clause 301

Plain cement concrete. 1:3:6 mix with crushed stone aggregate 40mm nominal size mechanically mixed placed in foundation and compacted vibration i/c curing 14 days.

RCC Grade M20 Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks.

Class-150 brick work in 1:4 Cement and Coarse sand of mortar in foundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.

Class-150 brick work in 1:3 Cement and Coarse sand of mortar in Sub Structure including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.

R.C.C. work with M-25 grade cement approved coarse sand and 2cm (3/4'') gauge approved Stone grit 20 mm size excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work,

Supply & laying of inner 900mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar.

Supply & laying of inner 600mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar.

Supply & laying of inner 350 mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar.

Supplying and laying one layer of tar felt or any other equivalent approved material at the junction of wall and roof of any place an roof as per direction of E/I including necessaryoverlap, giving a coat of approved mastic paint belowthe Tar felt and including supply of all materials , labour and tools and plants etc.Required for propercompletion of work fix as per standard.

Supply and fixing of 10cm internal Dia Ac Down pipes required for proper completion of work in weep holes.

Pointing with cement mortor (1:3) on brick work in sub structure as per Technical Sperifications.

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.00% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @ 0.25% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 3rd year maintenance cost @ 0.50% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 4th year maintenance cost @ 0.75% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 5th year maintenance cost @ 1.00% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

Priya Construction

AKHIL KUMAR SINGH

Ms Highway Construction co