Widening and strengthening work of Pilakhua Fagota Road ODR in Hapur district during Financial Year 2025-26

Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Excavation for roadwork in soil with hydraulic excavator incl. cutting & loading in tippers, trimming bottom & side slopes, in accordance with requirements of lines, grades & cross sections, and transporting to the embankment location within all lifts & lead upto 1000m as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Construction of embankment with approved materials deposited at site within 1.0 km from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads 1.0 km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Construction of granular sub-base by providing well graded material By Mix in place Mathod within leead 1.0 km, 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 MoRT&H specifications clause 401 as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam Laying Using Grader 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 grader in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H specifications clause 406 as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer @ 0.70 kg/sqm using mechanical means as per MoRT&H specifications clause 502 as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.25 kg/sqm on the prepared bituminous surface cleaned with mechanical broom as per MoRT&H specifications clause 503 as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Providing and laying dense graded bituminous macadam with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5% 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 MoRT&H specification clause No. 505 complete in all respects as per MoRT&H specifications clause 505 as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg/sqm on the prepared bituminous surface cleaned with mechanical broom as per MoRT&H specifications clause 503 as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Providing and laying bituminous concrete Grading 2 with higher capacity batch type hot mix plant 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. 507 complete in all respects as per MoRT&H specifications clause 507 as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement grade M-30 over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Providing and Laying of Interlocking concrete Block pavements having 80mm thickness I shaped grey colour rubber moulded having plan dimension 200 x (160+120mm) with compressive strength not be less than 30Mpa (Grade M-30) and weight 5kg per no. including cartage 8 km. specification confirming to IS:15658-2006 as per drawings and Technical Specification clause 1504 & IRC SP-63-2018. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Dismantling brick work or stone work in lime or cement mortar and including stacking ofmaterials as directed be the Er-incharge within a distance of 60 meter SI.No.692 as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for the proper complition of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. SI. No.255 as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Plain Cement Concrete grade M-15 using batching plant & manual placing Open Foundation complete as per Drawing and MoRT&H Specifications clause 1500, 1700 & 2100. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Reinforced Cement Concrete grade M-25 using batching plant transit mixer & manual placing in Open Foundation complete as per Drawing and MoRT&H Specifications clause 1500, 1700 & 2100. as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering as per drawing & MoRT&H Specifications clause 1300 & 2200 as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Pointing with cement mortar (1:3 ) on brick work in substructure as per MoRT&H Specifications clause 1300 & 2200 as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.