PROVN OF WIDENING OF ROAD AT BAKLOH CANTT UNDER AGE I DALHOUSIE

Amount

Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and 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 any type of soil complete all as specified and directed.

Excavation over areas, n.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.

PCC 1:3:6 (nominal mix) type C-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.

Plain cement concrete 1:2:4 ( nominal mix ) type B-1 (using 20 mm graded crushed stone aggregates) as in copings and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork where required complete all as specified and directed.

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

150 mm thick (spread thickness) soling with broken or quarried stones of range 100mm to 50mm, interstices filled, surfaces formed and rolled with power roller 8/12 tonne and consolidated to required gradient, complete all as specified.

100 mm thick plain cement concrete 1:4:8 (nominal mix) type D-2 (using 40 mm graded crushed stone aggregates) finished the surfaces, even and fair complete all as specified and directed.

Cement concrete work as in pavement/ hard-standing (thickness of concrete slab 15 cm) of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, including use and waste of form work 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 65mm deep x 10 mm wide, filled with sealing compound grade 'A' complete all as specified and directed.

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

Walling of random rubble stone masonry brought upto course 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 40mm, complete all as specified & directed.

Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4, complete all as specified.

Reinforced concrete pipes, class NP3, laid & jointed complete with collars, bore of pipe 300mm, complete all as specified & directed.

m/S Varun Gupta

M/S AKHIL RAINA CPNTRACTOR

malghotra construction co

Roshan Lal Thakur