Construction of parking at garam sadak near Bhandari palace Dalhousie.

Amount

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Hard rock (Blasting Prohibited)

Providing and laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of centering and shuttering . All works upto plinth level.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (One cement : six sand)

Providing and laying stone soling under floor as per direction of the Engineer In Chrage.

Providing and laying cement concrete 1:5:10 (one cement isto five Sand isto tengraded stone aggregate 40mm nominal size) and curing complete including the cost of form work in R-wall and other structure.

Providing weap holes in brick masonary / stone masonary plain reinforced concrete abutment using wall return wall with 100 mm dia PVC pipe extending through the wall width of shitter with slope of 1:20 towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.34

Centering and shuttering including strutting, propping etc. and removal of Columns, Pillars, Pier, Abutments, Post and Struts

Centering and shuttering including strutting, propping etc. and removal of Lintels, Beams, plinth beams, girder, bressumers and cantilevers.

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors,roofs, landing, Balconies and access plateform.

Edge of slabs and breaks in floors and walls under 20 cm wide Details of cost for a 3mx3m slab 15cms thick

Providing and laying mechanically mixed and vibrated reinforced cement concrete work Grade M-20 (Twenty) design mix to obtain the minimum compressive strength of 20 N/mm2 (twenty newton) per square millimeter with cement contents not less than 320 Kg (three hundred twenty) Killogramme per cubic meter and curing complete excluding the cost of form work and reinforcement for reinforced concrete work Columns, pillars posts and struts upto floor two level.

Providing and laying mechanically mixed and vibrated reinforced cement concrete work Grade M-20 (Twenty) design mix to obtain the minimum compressive strength of 20 N/mm2 (twenty newton) per square millimeter with cement contents not less than 320 Kg (three hundred twenty) Killogramme per cubic meter and curing complete excluding the cost of form work and reinforcement for reinforced concrete work Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers and contilever upto floor twolevel Detail of cost for one cubic metre

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo -Mechanically Treated bars of Grade of Fe-5000 D more

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks

Providing and applying 15mm (fifteen millimeters) thick cement plaster with cement mortar 1:6 (one cement isto six sand) in single coat on rough side of brick/concrete/ stone walls for interior plastering up to all floor level including arises, internal rounded angles, chamfers and/or rounded angles in all girth and finished even and smooth complete.

SHAM LAL VERMA

Jagdish Chander Thakur

Pankaj Kapoor