GE CHD T 65 2025 26

Amount

Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.5mtr, as directed by Engineer-in charge complete, all as specified.

Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqmtr on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift exc 1.5 mtr but not exc 3.0 mtr, as directed by Engineer-in charge complete, all as specified.

Excavation in trenches in any type of soil not exceeding 1.50 meter wide and not exceeding 1.5 meter in depth; for foundation or for shafts, wells, cesspits, manholes, pierholes, etc. not exceeding 10 sq. m on plan and getting out complete all as specified.

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 mtr high from base, as directed by Engineer-incharge complete, all as specified.

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc 1.5 mtr but not exc 3.0 mtr high from base, as directed by Engineer-incharge complete, all as specified.

Earth filling under floors including spreading and levelling in layers well ramming including watering not exc 15 cm thick complete as directed by Engineer-incharge complete, all as specified.

Plain Cement concrete (1:4:8) type D-2,using 40 mm graded mechanically crushed stone aggregate as in foundation,sub base,path,floor,hardstanding and post hole complete all as specified and directed by Engineer-in-Charge.

Plain Cement concrete (1:3:6) type C-2,using 40 mm graded mechanically crushed stone aggregate as in foundation,sub base,path,floor,hardstanding and post hole complete all as specified and directed by Engineer-in-Charge.

Hand packing stone boulders of gauge n exc. 63 mm, deposited, spread at back of wall over arches and raising or lowering complete, all as specified.

Reinforced Cement Concrete Design Mix M 25 using 20mm graded mechanically crushed stone aggregate as in foundations including rafts,footings,foundation beabs,plinth beams,bases for columns,basement slabs,under reamed piles and mass concrete and the like complete all as specified and directed by Engineer-in-Charge.

Reinforced Cement Concrete Design Mix M 25 using 20mm graded mechanically crushed stone aggregate as in walls, retaining walls,basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses and the like complete all as specified and directed by Engineer-in-Charge.

Use & waste of formwork to sides of concrete foundation,footings,bases of columns,raft and raft beams,sides and soffits of foundation and plinth beams and similar works,vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge.

Use & waste of formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge

Use & waste of formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide.. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge.

TMT steel bars 10mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick in cement mortar 1:4, on fair faces of brick or concrete surfaces mixed with water proofing compound in patches, trowelled to even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. NOTE: Water proofing compound shall be measured and paid separately.

Supply only liquid water proofing comound ISI Marked complete all as specified and directed.

Preparation of new external surfaces of walls brooming down, applying two coats of cement based paint white or tinted over a coat of primer including properly filling the cracks with putty, etc complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in copings, apex stones,benching in manholes, haunching around manhole frame for settting and the like including weathering, slightly rounded or chamfered angles and throating with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each,excavated soil in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge.

Removing of surplus soil/ excavated material to a distance exceeding 250 metre but not exceeding 500 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete, all as specified and directed by Engineer-in-Charge.

RCC hume pipe 900 mm dia class NP2 laid and jointed with collars complete, all as specified and directed by Engineer-in-Charge.

110 mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and directed by Engineer-in-Charge.

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand;complete. all as specified and as directed.

Rolling and consolidating of soling of broken boulders or quarried stone, not exc 15cm thickness with Power roller exc 8 tonne but n exc 12 tonne capacity complete all as specified and directed by Engineer-in-Charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete complete all as specified and directed.

Hardcore of broken stone or boulders gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete.all as specified and directed by Engineer-in-charge.

Total of Schedule 'A' Rs.

Bairagi Builders (BID ID -3452153)

His Construction Company (BID ID -3459980)