PROVN OF LINK ROAD FOR LINKING OF GATE NO. 01 TO GATE NO. 02 OF EME BN AT YOL CANTT

Amount

Excavating over areas, not exc 1.5 m deep and getting out in any type of soil, complete all as specified.

Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in any type of soil, complete all as specified and directed.

All as per Srl Item No 2.00 above but depth exceeding 1.5 mtr and not exceeding 3.0 mtr.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm, complete all as specified and directed.

Removing excavated material not exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point , complete all as specified and directed.

Removing excavated materials/ soils, to a distance exceeding 250 Mtrs but not exceeding 500mtrs and depositing where directed , complete all as specified and directed.

Removing excavated materials/ soils to a distance exceeding 1.50 km but not exc. 5 km and depositing where directed complete all as specified and directed.

Forming embankments including raising (or lowering) earth, spreading in layers not exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., not exc. 1.5 m high from base complete all as specified and directed. Note : Measurement shall be made as per Special Condition 3.6 on Serial Page No. 21 of SSR Part-II- 2020.

Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller including filling in soft spots, depression ets which occur during rolling, surface rolled to required gradient and camber including watering before and during rolling, complete all as specified.

150mm thick (Spread thickness) Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber, complete all as specified.

Plain cement concrete 1:4:8 ( nominal mix )type D-2 using 40mm graded crushed stone aggregate as in foundations, filling, mass concrete and sub base of floor, complete all as specified & directed.

PCC 1:2:4, nominal mix, type B-1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.

Precast cement concrete bond stone 1:2:4 type B-1 (using 20mm graded crushed stone agrregate) set in CM 1:6 complete all as specified and directed

Reinforced cement concrete , 1:24, type B-1 ( using 20mm graded crushed stone aggregate ) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like., complete all as specified & directed.

Use & waste of form work to suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces of flat concrete, complete all as specified & directed.

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 for fair finished surfaces of flat concrete, complete all as specified & directed.

Cement concrete work as in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete slab 25 cm or less including use and waste of form work complete all as specified and directed.

150mm thick, Plain cement concrete 1:3:6 (nominal mix )type C-2 using 40mm graded crushed stone aggregate as in sub base , finished even and fair, complete all as specified & directed.

TMT bars 8mm dia & over, 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, conforming to grade Fe-500, complete all as specified& directed.

Walling of random rubble stone masonry, uncoarsed, well bonded, bedded and soilidly hearted built in CM 1:4, complete all as specified and directed.

Extra over stone walling of granite, trap or basalt stone for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n exc 40 mm, complete all as specified & directed..

Raised pointing to random or polygonal rubble uncoursed or brought upto courses in cement mortar 1:3 complete all as specified.

Hand packing (any thickness) of broken stone or boulders at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified.

PVC (SWR) 110mm dia pipe, in any length with rubber ring joints , fixed in retaining wall as weep hole complete all as specified & directed.

Finishing surface of concrete roads, pavements, by brooming complete all as specified and directed.

Forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade 'A for' complete all as specified and directed.

Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade 'A for' , complete all as specified and directed.

Eshaan Construction Co.

KISHAN CONTRACTOR