PROVN OF CONNECTING ROAD NEAR ARMY PUBLIC SCHOOL AND SPL REPAIR TO HELIPAD AT FARIDKOT MIL STN

Amount

Rough excavation not exc 1.5 m deep and getting out in soft or loose soil etc complete all as spcified and directed.

Removal of excavated soil to a distance exc. 1.5 km but and n exc 5 km and deposited where directed at a level n.exc. 1.5 m above the starting point.

M&L for 150mm Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.

M & L for WBM, 150mm thick compacted thickness,in double layer with coarse aggregate of grading 3 (50 to 20mm ) size using limestone, sand stone, Flint or Quartzite spread, levelled and rolled and consolidated to required gradient and camber with 8 to 12 ton power roller complete all as specified and as 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 surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bituminous primer (VG-10) @ 10 Kg/10 Sqm complete all as specified and directed.

M&L for 40mm thick consolidated thickness bituminous premix semi dence asphaltic concrete with 5.5% binder content (paving bitumen VG-30) as insemi dence asphaltic concrete over a tack coat with bituminous primer (VG-10) water based at 5 kg/10 sqm rolled and compacted to required camber and gredient All as specified and directed by Engineer in charge.

M & L for painting lines, dashes, arrows, letters etc on road / pavement and like using thermoplastic road marking (White/Yellow) paint with 8% glass beads using special applicator machine with heating arrangement up to 160 Centigrade complete All as specified and directed by Engineer-in-Charge. Make : Shivalic/ Kothari/ Jayanti/ Swastic.

M&L for preparing black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with mechanical compressor to remove all loose dirt etc and applying evenly a priming/tack coat with paving bituminious primer at 5 kg per 10 Sqm metres of paving bitumen (VG-10) and applying Bituminious, premixed asphaltic semi dense concrete, 30 mm consolidated thickness with 5.5 % of binder content (paving bitumen VG-30) by weight of total mix , rolled and compacted to required camber and gradient with 8 to 12 tonne power roller to achieve uniform/ smooth surface, complete all as specified and directed by Engr-in-charge.

Demolition of concrete (un-reinforced) in ground floors and pavings n exc 15cm thickness (below or above ground level) complete all as specified and directed

M & L for providing 100mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in sub base complete all as specified and directed.

M&L for 25mm thick sand filling under floors, in foundation including watering and consolidation as required complete all as specified and directed.

Dismantling stone slabs and tiles laid bedded and pointed in any mortar or any description or thickness in floor, sirtings etc

M&L for machine pressed pre-cast concrete interlocking paver block with gray cement and pigment (Colour Tiles)any shape & size conforming to IS 15658 - 2006 of 80 mm thickness, M40 Grade laying above sand cusioning surface etc complete all as specified and directed.

M&L cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregates as in benching for manholes, bands, coping, bed plates including slightly rounded or chamfered angles including necessary formwork complete as in side of breakers etc including necessary formwork all as specified and directed by Engineer in Charge

M & L for factory made pre-cast cement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregate as in kerb stone of approximate any size as directed by Engineer-in-Charge including necessary form work with plain fair faces, including chamfers, weatherings, throating etc set in cement mortar 1:4 with joints to match for path edging etc; embedded in position including all necessary excavation, tamping ground around blocks and removal of rebbish/ surplus soil etc complete all as specified and directed by Engineer-in-Charge

M&L for preparation new painted concrete/bricks surface of any description over 10cm girth or width, not otherwise described and applying two coats of wheather proof paint complete all as specified and directed.

M & L for excavation in post holes (Or similar holes) each n exc 0.5 cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceending 25 cm in hard/dense soil.

M & L for cement concrete type B2 1:2:4 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

S&F in repair 40mm bore GI tubing medium grade for windsock complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new steel surfaces of any description over 10cm width or girth and applying a coat of red oxide primer and two coats of synthetic enamel paint (for steel surfaces) of surface complete all as specified.

S & F in repair for Aluminium Powder coating section for door/window / Ventilators/partition etc frames & shutters including joining cleat, mullion, grills etc.sliding/openable type complete of standard sections all as specified and as directed by Engineer-in charge.

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