PROVN OF SECURITY PERIMETER ROAD IN SEVERAL POCKETS AROUND BOUNDARY WALL AT DRDL HYDERABAD

Amount

M&L for Surface Excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.

M&L for Excavation over areas not exceeding 1.5 M deep and getting out in Hard/Dense Soil complete all as specified and directed.

M&L for Returning and filling including spreading , levelling watering and well ramming in layers n exc 25 cm in soil complete all as specified and directed.

M&L for Removing excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed.

M&L for Forming embankments including raising (or lowering) spreading in layers not exceeding 30 cm thick, watering ramming/ rolling and finishing to required size, shape etc, not exceeding 1.5 m high from base complete all as specified and directed including supply of moorum.The moorum shall be obtained from outside MOD land.

M&L for Rolling and consolidating formation surfaces in cutting with power roller exceeding 8 Tonne and not exc 12 Tonne complete all as specified and directed.

Soling or sub base with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber for 200 mm thick spread thickness complete all as specified and directed.

M&L for 150 mm thick in two layers each layer 75mm thick (Compacted thickness) WBM with Granite coarse aggregate of grading 2 (63 to 40 mm size) or of grading 3 ( 50 to 20 mm size), spread rolled and consolidated to gradient and camber required complete all as specified and directed.

M&L for Preparing Unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed.

M&L for Applying evenly a priming /tack coat with bituminous primer using paving bitumen VG-10 of any penetration at 10 Kg Per 10 Sq M complete all as specified and directed.

M&L for Bituminous premix Asphaltic semi dense Asphaltic concrete 40 mm average consolidated thickness with 5.5% binder content of paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient complex complete all as specified and directed.

M&L for Plain Cement Concrete Type C2 , 1:3:6 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.complete all as specified and directed.

M&L for Walling of square rubble,regularly coursed secunderabad type, well bonded, bedded and solidly hearted, bulit in cement mortat 1:4 complete all as specified and directed.

M&L for For PCC 1:3:6 type C1 using 20mm graded stone aggregate as in coping including necessary form work. complete all as specified and directed.

S&F RCC class NP2, 450 mm bore pipes laid and jointed complete with collars complete all as specified and directed.

S&F RCC Class NP 2, 600 mm bore pipes laid and jointed complete with collars complete all as specified and directed.

M&L rendering 20mm thick in CM 1:4 on stone masonry surfaces finished even and fair without usng exra cement and providing three coats of white wash over newly plastered surfaces including preparation of surface complete all as specified and directed.

BEKKAM CONSTRUCTIONS

M/S GDR CONSTRUCTIONS

DARSHAN CONSTRUCTION Co.

M/s K Venkateswara Rao