PROVN OF ROAD FROM BK-108(OR MD ACCN) TO HELIPAD GROUND AT BAKLOH CANTT

Amount

Surface excavation n exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as specified & directed.

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 soft/loose soil, complete all as specified and directed.

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

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

Removing excavated materials/ soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed.

Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne pneumetic power roller with vibratory system, complete all as specified and directed.

Hard core of gauge exc 63 mm but not exceding 100 mm using broken stone or boulders, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface, complete all as specified.

100 mm thick PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregates) as in sub base finished even and fair to receive top finish complete all as specified and 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 (Average 20cm thick) including use and waste of form work complete all as specified and directed.

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

Plain cement concrete 1:3:6 ( nominal mix )type C-2 using 40mm graded crushed stone aggregate as in foundations, filling, mass concrete and sub base of floor, complete all as specified & directed.

Plain cement concrete 1:3:6 ( nominal mix )type C-1 (using 20 mm graded crushed stone aggregate) as in surface channel/edges of roads including necessary form work , complete all as specified and as directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex tra cement, including forms, moulds, mitred/stopped ends etc all as specified and directed.

Plain cement concrete 1:3:6 ( nominal mix )type C-1 (using 20 mm graded crushed stone aggregate) as in surface channel and drains including necessary form work , complete all as specified and as directed.

300m bore, Reinforced concrete pipes, class NP3, laid and jointed complete with collars , complete all as specified and as directed. Note : The rate includes for all necessary extra joints, waste, and cutting.

Walling of random rubble stone masonry, uncoarsed, well bonded, bedded and soilidly hearted built in CM 1:6, 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..

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.

All as per srl item no 18 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders.

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 reinforced cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone agrregate) as in window or door cills, lintels , bressumers , quion blocks (for stone masonary) set in CM 1:4 , including necessary form work complete all as specified and directed

Flush pointing to random rubble masonry, uncoursed or brought upto courses in cement mortar 1:4 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 and directed.

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

Low density polyethylene (LDPE) pressure rating 6 kgf/sq. cm as in weep hole complete all as specified and directed.

Forming 12 mm thick expansion joint filled with pre- formed bituminous filler and top with 30 mm primed and sealed with sealing compound grade 'A for' 150 mm thick cement concrete slab complete all as specified and directed.

Forming Contraction (Dummy) joints 150mm deep x 10mm wide, filled with sealing compound grade 'A for' , complete all as specified and directed.

Roshan Lal Thakur

m/S Varun Gupta

M/s. Rishav Sood

kaushal builders