PROVISION OF INTERLOCKING PAVER BLOCK HARD STANDING FOR SCHOOL BUS AT RAIWALA MI STN.

Amount

Excavating over areas, n exc 1.5m deep and getting out in any type of soil complete all as specified and directed.

Excavating in trenches n'exc 1.5 m width and n'exc 1.5 m in depth for foundation or for shafts, well cesspits, manholes etc / for laying of cable/ pipe etc n'exc 10 sqm on plan and n'exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed.

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

Removal of surplus soil to a distance n'exc. 50 Mtr and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed.

M&L for PCC (1:4:8) Type D2 (40 mm graded aggre-gate) as in foundations, filling and mass-concrete or sub base of floor/ hard standing/ footpath complete all as specified and directed.

M&L for hard core of broken boulders/stone of gauge n exc. 63 mm, deposited, spreading, leveling watering and well ramming to true surface in layers not exceeding 15 cm thick each layer complete all as specified and directed.

M&L for preparation of new surface of brick or concrete or plastered surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed.

M&L for 80mm thick coloured rubber moulded glossy finish machine pressed precast concrete interlocking paver block, M-40 Grade with grey cement & pigment any shape and size confirming to IS 15658-2006 with and including over 40mm thick stone dust/ sand cushining complete all as specified and directed.

M&L for factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jounted with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of jounts except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.

M&L concrete bed to pipes in PCC (1:3:6) type C2 (using 40mm graded stone aggregate) including packing under and haunching against the sides of pipes after they are laid on slope and tested for following bore sewer pipe line complete all as specified and directed :-

300mm bore

M&L for 300mm bore RCC pipes, class NP2, laid and jointed complete with collars complete all as secified and directed.

Maa Vaishno Enterprises

nautiyalandcompany

AMARJEET SINGH AND CO.

Malik Associates

TARUN ENGINEERING WORKS

sath sahib associates

RAMAN CONSTRUCTION CO.