PROVN OF STONE MASONRY RETAINING WALL AND ALLIED INFRA FOR PUMP HOUSE UNDER GE CLEMENT TOWN DEHRADUN

Amount

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

Excavating over areas, exc 1.50 m but n exc 3.0 m deep and getting out in hard rock complete all as specified and as directed.

M&L for PCC of grade M-20 ( Nominal Mix) 1:1½:3 using 40 mm graded stone aggregates for foundation Spur PCC and for launching Apron complete all as specified and as directed.

M&L Plain Cement concrete Type C-2, 1:3:6 (using 40mm graded stone aggregate), as in foundation, filling and mass concrete ,spur PCC and for launching apron complete all as specified and directed.

M & L for Walling of random rubble, uncoursed well bonded built in Cement mortar 1:6 for water retaining structure complete all as specified and as directed.

M & L for Walling of random rubble, coursed well bonded built in Cement mortar 1:6 for water retaining structure i complete all as specified and as directed.

Steel shuttering with steel props to flat rough finished side of concrete , foundation and footings , base of columns , raft and beams sides and soffits (if any) of foundation and plinth beams and similar work complete all as specified and as directed.

Steel shuttering with steel props to flat rough finished edges of concrete , 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. (Where RCC/PCC band in walls, spanning and opening complete all as specified and as directed.

M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in copings, kneelers, apex stones, bed plates, kerbs not provided water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and as directed.

S&F PVC ( SWR ) waste pipe of 110 mm dia, heavy duty, heavy grade ,bore in any length ( ISI Marked) ,single socketed with rubber ring joints fixed to walls complete all as specified and directed.

M&L for raised pointing to random rubble or polygonal rubble masonry uncoursed or brought upto course in cement mortar 1:3 complete all as specified and directed.

M&L for stone boulder filling dry,hanpacking tightlyetc 150 mmbut nexc 300 mm laid dry,hand packing tightly vertically bounds or on sloping face or as directed by GE /AGE complete all as specified and as directed.

Returning, filling in, hard/dense soil including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed.

Removing excavated soil material n exc. 100m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed.

Rough excavation n. exc 1.5m deep and getting out in soft/loose soil.complete all as specified and as directed.

M&L for Precast cement concrete 1:3:6 type C-1, using 20 mm graded aggregates as in bond stone and set in cement mortar 1:4 .complete all as specified and as directed. Note - Volume of Bond stone will be deducted from the RR Masonary wall only

Removing excavated material exc 50 m but n exc 250m or part thereof and depositing where directed. complete all as specified and as directed.

P K ASSOCIATES

MOHAN LAL GUPTA