SPECIAL REPAIRS TO EXISTING HARDSTANDING IN MT AREA AND DSC TROOP IN OFFICE MAIN GATE TECH AREA, CPE ITARSI

Amount

Demolition of concrete in ground floors and pavings exc 15 cm thickness (below or above ground level) including removal of debris/boulders to a distance not exceeding 250m as directed by Engineer-in-Charge.

Excavating over areas, n exc 1.5m deep and getting out soft/loose soil all as specified.

Material and labour for plain cement concrete 1:2:4 type B-1 using 20 mm graded aggregate as in kerbs, weathering including formwork and fair finishing the exposed surfaces of concrete complete all as specified and as directed.

Removing excavated soil n. exc 50m and depositing where directed at a level exc 1.5m above the stating point all as directed.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 Sqm and exc 50mm and not exc 100mm deep all as specified and directed.

Material and labour for 150mm Water bound macadam layered in two layers, 75mm thick (compacted thickness) in each layer with coarse aggregate of granite, Trap or Basalt stone of grading 2 (63mm to 40mm size) for first layer and grading 3 (50mm to 20mm) for second layer, spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller complete all as specified and directed.

All as per Item No. 05 here-in-before but except matrials in two layers of 150mm thick (Material obtained from Item No 05 will be re-used).

Material and labour for 75 mm thick cement concrete type D2, 1:4:8 (using 40mm graded stone aggregate) as in sub base complete all as spciified and directed.

Material and labour for 150mm thick Cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) as in flooring including necessary formwork and finishing the surface even and smooth without using extra cement complete all as specified and directed.

Material and labour for Cement concrete of 200mm thick in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre including necessary formwork complete all as specified and as directed.

Material and labour for Shingle filling in floors or pavings, laid in layers n exc. 15 cm thick (consolidated thickness), spread, levelled and blinded with earth and rammed including watering complete all as specified and directed.

Material and labour for Forming 12mm thick expansion joint filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound grade "A" of thickness of concrete slab 200mm thick complete all as specified and directed.

Material and labour for Forming contraction (Dummy) joint 100mm deep x 10mm wide filled with sealed compound grade "A" all as directed.

Dashmesh Enterprises

Vee kay construction

M/s SHIVRATAN CONSTRUCTION

TANUJ CONST. CO.