AGE(I)(P)/N-04 of 2020-21

Amount

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and raming earth or broken rubble mixed with earth around, in layeers not exceeding 25 cm, watering, and remiving surplus soil to a distance n exc 50m and mak9ing good surface.

Surface exacavation n.exc (not exceeding) 30cm deep and averaging 15 deep and getting out soft/loose soil.

Rough excavation n exc 1.5m deep and getting out soft/loose soil.

Earth filling under flors including spreading, levelling, watering and well ramming in layers not exc 25 cm thick. Note:- Soil obtained from excation under item 1 here-in-before shall be used.

Removing excavated material exc. 50 cm and not exceeding 100m and depositing where directed at a level n exc. 1.5 m above the starting point.

Excavation in trenches not exc. 1.5 metre wide and not exc. 1.5 metre in depth for foundations etc or for shafts wells, cesspit manholes, pier holes not exc 1.5 metre in depth and getting out in soft/loose soil.

Returning filling in including spreading levelling watering and well ramming in layers not exceeding 25cm thick in soft/loose soil.

PCC (1:4:8) type D-2 using 40mm graded stone aggregate in concrete bed to drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150mm bore pipes.

M&L 75mm thick cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete.

M&L hardcore of gauge exc 63 mm but n exc. 100mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rolled/rammed to a true surface.

M&L machine pressed precast concrete interlocking paver block any shape and size confiriming to IS 15658-2006 OF 80mm thickness, M-40 Grade.

M&L cement concrete 1:4:8 type D-2 using 40mm graded stone aggregates as in foundation, filling and mass concrete.

M&L pre-cast cement concrete blcok masonary with 1:2:4 type B-1` using 2mm graded aggregates, solid blocks, exc 10. cm in width and setting in mortar, complete as in kerb stone.

Reinforced concrete pipes class NP-2 laid and jointed in cement mortar (1:1) and tested complete with collars of 150mm bore pipe.

S&F angle iron posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc. flat iron fillets (for securing wire mess etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-0 or Fe 310-0

S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed to other of 11 to 15mm dia of neck and length of bolt exceeding 10cm but not exc 15cm long.

Supplied only Chain link MS galvanised fencing, any size or type.

Supply only Glavanised mild steel plain wire 4mm dia.

Fixing only chain link fencing including line wires, any mesh, size and dype to any type of standards, rails, staining bolts, etc. including provision of binding wire.

S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standrads rails straining bolts, including, securing or typing at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc as directed (each line wire to be measured

Prepration of new steel surfaces of any description exceeding 10cm grith and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer.

M & L machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade.

Shiv Construction Company

m/s nemichand contractor

AMIT RISHABH BUILDERS PVT LTD

M/s. Varinder Kumar Sharma

DIVYA ASSOCIATES