Construction of link road from National Highway (Pucca Makan) to Shaja to Shiva area by way of pucca B/wall, Constt. of 6.00 mtr RCC scupper Slab, Providing and laying Bituminous Macadam (50 mm thick) and premix carpet (25 mm thick)

Amount

Earth work in excavation by manual means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil (including all leads, lifts and carriages) What so ever.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size) Crushed (including all leads, lifts and carriages)

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) Crushed (including all leads, lifts and carriages)

Random Rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1 :6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand) (including all leads, lifts and carriages)

Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size) Crushed (including all leads, lifts and carriages)

Providin.9 and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level. 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (including all leads, lifts and carriages)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. (including all leads, lifts and carriages)

Centering and shuttering including strutting, propping etc. and removal of form for: (including all leads, lifts and carriages)

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

Providing and laying Premix Bituminous Macadam Base course with stone aggregate of quality size and grading of specified in CPWD specification, (Bitumen to be used shall be conforming to BIS code No:-IS 73: 2013 only) @ 4% by way and total mix including hot mixing of stone aggregate and Bitumen in hot mixed plant, transporting mixed material and laying mixed with paver finisher to the required level and grade rolling with road roller of 8 to 10 tonne capicity to achieve the required compaction and denisty 50 mm compacted thickness quarry including cost of tar.

Providing and laying 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 size respectively per 100 sqm and 52kg and 56kg of hot bitumen per cum of stone chippings a tack coat with hot (Bitumen to be used shall be conforming to BIS code No: -IS 73 : 2013) including consolidated with road roller of 6 to 9 tonne capacity complete (including seal coat and cost of tar) inclulding berm dressing complete. (with paver)

Ms HARISH GUPTA

Mehboob Ahmad and Sons

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