Improvement/Upgradation of Road from Dental College to Tripple Tree Cafe at Sehora (Under Capex Road Sector (New Works) 2025-26) (2nd Call)

Supplying and filling of RBM by mechanical transport also including ramming and watering in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Providing & Laying WBM Grade - II with specified stone agg. & binding material including Screaning, sorting. spreading to template & consolidation with power road roller of minimum 8 ton capacity. Base course with 63mm to 45mm size including stone screaning 13.20mm size .

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

P/Applying tack coat using hot straight run bitumenof grade VG-30,including heating the bitumen with mech operated spray unit fittede on bitumen boiler,cleaning and preparing the existing road surface as per sp. On WBM surface @0.75 kg/sqm..

2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc.With paving Asphalt grade VG-30 with no solvent. complete (tack coat to be paid for separately).

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes, 450 mm dia. R.C.C. pipe.ing of joints etc. complete. 300 mm dia. R.C.C. pipe

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50mand lift upto 1.50 m, disposed earth to be levelled and neatly dressed: All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size).

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size).

Providingand and laying in position specified grade of reinforced cement concrete (1:1.5:3) excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level. .

Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete

Centring and shuttering including strutting, propping etc and removal of the formwork .

Foundations, footings, bases of columns etc. for mass concrete.

Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls, Under 20 cm wide

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Carriage of construction material.

Carriage of sand within an avg. lead 10 KM MT

Carriage of Stone Aggregate within an avg. lead 10 KM MT

Carriage of sand within an avg. lead 15 KM MT

Carriage of Stone Aggregate within an avg. lead 15 KM MT