Constt.of link road from Tanta to Devigol via Sarpan Patnazi Bunjwah for Balance Earth work in Km 2nd RD 350to Km 3rd RD 600 by way of providing and laying WBM Grade-II 150 mm thick in Km 2nd RD (350) to Km 3rd RD (1000) providing / laying Grade-III

Amount

Providing and laying water Bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, speading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete including cost and carriage of material.(Including all leads, lifts and Carriages).

Base course with 63 mm to 45mm size incluing stone screenings 13.20 mm size. including all carriages (Including all leads, lifts and Carriages).

Base course with 53 mm to 22.40 mm size incluing stone screenings 11.20 mm size. including all carriages (Including all leads, lifts and Carriages).

Providing and Laying premix bitumen macadam base course with stone aggregate of quality, size and grading as specified in CPWD specifiaction and straight run bitumen of grade 80/100 @4% by wjeight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed material and laying mixed material with paver finisher to the required compaction and density (50mm compacted thickness), Quarry (including cost of tar) (including all leads, lifts, carriages of all material complete finished item).

Providing and laying 2.5 cm thick premix carpet surfacing with 2.25 cum and 1.12 cum of stone chipping of 13.20 size and 11.20 mm size respectively per 100 sqm and 52 Kg to 56 Kg of hot bitumen per cum of stone chipping of 13.20mm and 11.20mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc complete; including providing and laying seal coat & tack coat as per CPWD specification complete Job. (including cost of tar) & all other carriages.

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. (Including all leads, lifts and Carriages).

All kinds of soil

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. (Including all leads, lifts and Carriages).

All kinds of soil

Ordinary Rock

Hard Rock Requiring Blasting

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (Including all leads, lifts and Carriages).

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) with 20% plumb (Including all leads, lifts and Carriages).

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (Including all leads, lifts and Carriages).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars (Including all leads, lifts and Carriages).

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Including all leads, lifts and Carriages).

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) (Including all leads, lifts and Carriages).

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 6014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. (Including all leads, lifts and Carriages).

Ms HARISH GUPTA

Mohd Maqbool Butt

M/S AZAD CONSTRUCTIONS

M/S ABDUL RASHID BHAT AND SONS