PROVISION OF CULVERT MANHOLE AND ALLIED WORK NEAR REGIMENTAL SHOPPING AREAS JUNCTION AT NAVAL STATION KARANJA

Amount

Surface excavation not exc 30cm deep and averaging 15 cm deep and getting out in soft /loose soil complete all as specified and as directed by Engr-in-charge.

Excavating over areas not exc 1.5m deep and getting out in soft /loose soil complete all as specified and as directed by Engr-in-charge.

Excavating over areas exc 1.5m but not exc 3m deep and getting out in soft/ loose soil complete all as specified and as directed by Engr-in-charge.

Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation, etc., or for shafts, wells, cesspits, manholes, pier holes, etc., not exc 10 sqm on plan and not exc 1.5m in depth and getting out in soft /loose soil complete all as specified and as directed by Engr-in-charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/ loose soil complete all as specified and as directed by Engr-in-charge.

Removing excavated material exc 1.50 km but not exc 5km and depositing where directed for soils complete all as specified and as directed by Engr-in-charge.

Material and labour for hardcore of broken stone or boulders not exc 63mm deposited, spread and levelled in layers not exc 15cms thick watered and rammed to a true surface complete all as specified and as directed by Engr-in-charge.

Material and labour for PCC 1:4:8 type D-2 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engr-in-charge.

Material and labour for cement concrete 1:2:4 type B-2 (Using 40mm graded stone aggregate) as in surface channels and drains complete all as specified and as directed by Engr-in-charge.

Material and labour for cement concrete 1:2:4 type B-1 (Using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engr-in-charge.

Demolition of cement concrete /bituminous road in ground floors and pavings not exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engr-in-charge.

Demolition of reinforced cement concrete of any description in any position not otherwise specifically provided for complete all as specified and as directed by Engr-in-charge.

Material and labour for RCC M-30 design mix with (Using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engr-in-charge.

Material and labour for RCC M-30 design mix as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed by Engr-in-charge.

Material and labour for RCC M-30 design mix with (Using 20mm graded stone aggregate) as in slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, desk slabs and in shelves and the like etc., complete all as specified and as directed by Engr-in-charge.

Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engr-in-charge.

Material and labour for brick work with burnt clay bricks (old size) in cement mortar 1:6, with subclass 'B' bricks, straight or curved in plan exc 6m mean radius complete all as specified and as directed by Engr-in-charge.

Formwork to sides of rough finished surface of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter fair finished surfaces of concrete etc., complete all as specified and as directed by Engr-in-charge.

Formwork to faces of rough finish surfaces of concrete walls, retaining walls, abutments, parapets and staicase railing and similar work incl attached pillasters, buttresses, etc., vertical or batter etc., complete all as specified and as directed by Engr-in-charge.

Formwork to soffits of rough finish surfaces of concrete suspended slabs such as roof slabs, floor slabs, landing and similsr works; not exc 200mm thick etc., complete all as specified and as directed by Engr-in-charge.

Formwork to edges of concrete flats, 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 exc 20cm wide complete all as specified and as directed by Engr-in-charge.

Material and labour for MS TMT bars 10mm and above cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in reinforcement complete all as specified and as directed by Engr-in-charge.

Material and labour for 100mm thick, cement concrete 1:2:4, type B-2 (Using 40mm graded stone aggregate) as in pavings, hardstandings and similar work complete all as specified and as directed by Engr-in-charge.

Material and labour for 100mm thick, cement concrete 1:4:8 type D-2 (Using 40mm graded stone aggregate), as in sub base complete all as specified and as directed by Engr-in-charge.

M/s. Prakash Construction

Nexus Infratech

M/s Vishwakarma Enterprises