CA NO. CWE /HILLS /PGH/36 OF 2021-2022 PROVN OF PCC ROAD ALONGWITH WATER DRAIN NEAR BLDG NO P-141 AT MIL STN DHARCHULA UNDER GE PITHORAGARH

Amount

Excavating over areas, n exc 1.5 m deep and getting out in hard/ dense soil complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed.

M&L for cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.

M&L for cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in surface channels and drains complete all as specified and directed.

M&L for cement concrete 1:2:4 type B1 (20 mm graded stone aggregate) in benching, coping including necessary form work, weathering, slightly rounded for chamfered angles and throating complete all as specified and directed.

S&F 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in as in weep holes complete all as specified and directed.

Returning, filling in any type of soil, including spreading, levelling, watering and well ramming in layers n.exc 25cm thick complete all as specified and directed.

Removing excavated materials soil exc 250m but n. exc. 500m and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed.

Rolling and consolidating formation surfaces in cutting with 8 to 12 ton power roller complete to the required level, gradient or camber, keeping roller wheels wet and super elevation including filling depressions with approved earth which may occur during rolling process complete all as specified and directed.

M&L for 150 mm spread thickness soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated with 8 to 12 ton power roller to required gradient and camber complete all as specified and directed.

M&L for 150 mm thick cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base complete all as specified and directed.

M&L for cement concrete work 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 25 cm or less complete all as specified and directed.

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

M&L for forming construction joint 30mm deep x 10mm wide filled with sealing compound complete all as specified and directed.

M&L for rorming 12mm thick Expansion joints in 200 mm thick concrete slab filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and directed.

M/s J P Traders

LAXMI DATT & J C PANT

M/S KS Shahi and Sons