Construction Of Black Toping Road On Canal Service Road In Sindhei MIP In Ghasipura Block Under CAPEX Grant For The Year 2025-26

Clearing grass & removal of rubbish upto a distance of 50m outside the periphery of the area etc. complete to shape as per direction of the Engineer-in-charge.

Excavation of any approved type soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1KM. on properly prepare and scientifically approved surface including spreading and leveling the earth in 22.50Cm. laying to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in doms and dykes for all hights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer in charge ( Measurement of the fill to be taken on the finished compacted section under OMC Condition),

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300.2 for embankment construction & clause 305 of MoSRT&H specifications for Road & Bridge works (4th Revision). etc. complete as per direction of the Engineer-In-Charge.

Construction of Granular Sub-Base (GSB) in layers Supplying approved quality of coarse sand and laterite moorum for road work, conveying to the work site admixing the both in 40(sand) : 60(moorum) proportion and laying the admixture in sub base in layers not exceeding 100mm in thickness, watering and compacting to the required density with P.R.R. including hire and running etc. complete as per direction of the Engineer-In-Charge.

Providing water bound macadam using Gr-II granite stone aggregate to proper camber & consolidated with PRR including brooming, watering & filler as moorum including cost & conveyance of materials, labour, T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.

Providing water bound macadam using Gr-III granite stone aggregate to proper camber & consolidated with PRR including brooming, watering & filler as moorum including cost & conveyance of materials, labour, T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.

Providing & applying primer coat with bitumen emulsion (SS-1) on prepared surface etc. complete to shape as per direction of the Engineer-in-charge.

Applying tack coat with bitumen 60/70 grade @ 3kg / 10 sqm area etc. complete to shape as per direction of the Engineer-in-charge.

Providing 20 mm thick premix carpet using 0.27 cum of 13.2 mm to 5.6 mm size crushed stone chipping & 14.6 kg penetration grade of bitumen per 10sqm including hand packing to proper camber & consolidation with PRR including cost & conveyance of materials, labour, T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.

Providing 6 mm thick precoated seal coat type -B using 0.06 cum of 6.7 mm size chips & 6.8 kg of bitumen per 10sqm including consolidation with PRR, cost & conveyance of materials, labour, T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.

Binding Road surface with sand 6mm thick including cost carriage Royalties and all taxes etc. complete as per direction of the Engineer-in-charge.

Collecting, conveying and stacking at work site good quality moorum from approved quarry and spreading on the metaling surface not exceeding 10mm, watering and compaction with PRR and all leads, lifts and delifts laying in layers including cost, carriage & royalty of moorum and all labour charges etc. complete as per direction of the Engineer-in-charge.

Excavation,loading,unloading and carriage by mechanical means of AKS including stoney earth,gravel and moorum etc interspread with boulders upto 0.5cum size with all lift and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer in charge within an initial lead of 1km from the place of excavation complete.

Filling foundation and plinth with Filling sand including watering and ramming with cost, carriage, royality etc. complete as per direction of Engineer in- charage.

Cement concrete M15 grade with crushed granite coarse aggregate of 20 mm down graded mixed in concrete mixture including cost of all materials ,machineries and labouer with all lead for materials upto the mixing yard and transportation of mixed concrete within initial lead of 50m and laying in dams, barrages,power house and pen stock with all lift/delift upto 1.50m height above average ground level etc. complete in all respect to proper slope & level with all cost, conveyance, royalty & other taes of all materials complete in all respect as directed by the Engineer-in-charge.

Providing rigid shuttering with box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs ,barrages and dam blocks including cost of all materials and labours , T&P complete as directed by engineer in charge.

Providing weep holes in Brick masonary / plain / Reinforced Concrete aboutment, wingwall / Return wall with 50mm dia P.V.C pipe, extending through the full width of the structure with slope of 1 v : 20 H to-wards drawing face etc. complete as per drawing and technical specification

Filling foundation and plinth with excavated earth including watering and ramming with cost, carriage, royality etc. complete as per direction of Engineer in- charge(MECHANICAL MEANS)

Ramming or rolling earth work with light H.R.R in embankment in layers not exceeding 0.30m complete as per the direction of Engineer in charge