PROVN OF CERTAIN REVENUE AND MINOR WORKS (PART II) AT LGJ MIL STN UNDER GE LALGARH JATTAN

M&L for Excavating in post holes (or similar holes) each not exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exc 50m and making good surface, work in Hard/dense soil, complete all as specified and directed by Engr - in - Charge.

M&L for PCC (1:3:6) type C-2, using 40 mm graded stone aggregate in fdn mass concrete complete all as specified and directed by Engr - in - Charge.

S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed by Engr - in - Charge.

S&F for preparation of new steel surfaceof any description over 10cm width or girth & applying two coats of synthetic enamel paint over a coat of Red oxide primer complete all as specified and directed.

Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil

M & L for Hardcore of gauge n.exc 63mm, deposited.spread and levelled in layersn exc 15cm thick watered and rammed all as specified and directed.

PCC 1:4:8 D-2 75 mm Thick (using 40mm graded crushed stone aggregate) as a sub base complete all as specified and directed by Engr-in-charge.

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

Providing and laying 60 mm thick factorymade chamferededge cement concrete paver block of M-35 grade with approved colour, design & pattern as in foorpath, parks, lawns,drive ways orlight trafic parking etc ofrequired strecnght, thickness & size/ shape, made by table vibratory method using PU mould, laid in rerquired colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting ofpaver blcoks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed by Engr-in-charge.

M&L 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 and getting out soft soil.