Widening and strengthening Work of Block Bikapur Headquarters link road in Ayodhya district

Dismantling brick work or stone work in lime or| cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) As Per Si No 692

Dismantling reinforcement cement concrete reinforcement brick work including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) All kinds of R.C.C.As Per Si No 694

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

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 MoRTH Sp. 301 Sr.No 3.6

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. As Per MoRTH Sp. 305 Sr.No 3.17

Construction of embankment with approved materials obtained from Borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As Per MoRTH Sp. 305 Sr.No 3.16

Construction of earthen shoulders with approved material obtained from borrow pits area lead up to 3 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 As Per MoRTH Sp. 305 Sr.No 3.18

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

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.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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. 505 complete in all respects.

Providing and laying bituminous concrete 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

Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the E/I within a distance of 50 m.

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

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Struck pointing on brick work in 1:2 cement mortar (1 cement & 2 fine sand) including supply of all material, labour and T&P etc. required for proper completion of work. As Per Si. No. 574

Providing and laying of Hume pipe i/c vat and cartage

Plaster 15 mm thick in 1:3 cement & coarse sand mortar

Providing and laying P.C.C M-15 grade Cement concrete Stone aggregate 40mm nominal size) and curing complete,including cost fo formwork in foundation and floors.

Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 using batching plant transit mixer & manual placing

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

The routine maintenance of above road work including earthen shoulder and bituminous pavement 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%.

The routine maintenance of above road work including earthen shoulder and bituminous pavement 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%.

The routine maintenance of above road work including earthen shoulder and bituminous pavement 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%.

The routine maintenance of above road work including earthen shoulder and bituminous pavement 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%.

The routine maintenance of above road work including earthen shoulder and bituminous pavement 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 @ 1.0%.

Please Enable Macros to View BoQ information