Construction of Air side Compound wall at proposed Airport Terminal Premises, Nani Daman, Daman. (E-30095)

Amount

Civil work

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum

Providing and filling in foundation & plinth with Rubble filling in layer of 20 cm thickness including watering, ramming and consolidating etc. comp.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton)

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete. (more than 10 ton)

Providing and laying controlled cement concrete M.250 and curing complete including the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete.

Providing and laying controlled cement concrete M.250 and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in (D) Columns, Pillars posts and structs to all floor level.

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.

Providing and laying controlled cement concrete M.250 and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in Beams,Lintel, Cantilever etc all floor level.

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional (upto 10 ton) Extra for brick work in superstructure above plinth level upto floor two level (B) Conventional

20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

Forming groove of uniform size from 12 x 12 mm and upto 25 x15 mm of minimum thickness of 80 mm in plastered surface as per approved pattern using wooden batten, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the EIC.

Finishing wall with weather proof exterior emulsion paint (Apex) on wall surface (two coats) to give an required shape even shade including primer coat after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete.

Steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of read lead paint. (A)In beams and joists, channels angles Tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like (upto 10 ton)

Painting two coats on new steel and other metal surface with enamel paint, brushing, interior to give an even shade including cleaning the surface an even shade including cleanicn the surface of all dirt, dust and other foreign matter.

Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton)

Providing and filling good garden earth with leveling of existing natural surface, watering, ramming etc. complete in layers as directed by engineer in-charge.

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of= M.S. angle, C.C. blocks shall be paid separately) (16.53)

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 25mm x 0.4mm M.S. flat and 2 mm dia wire or nuts, bolts and washers as required with 40 mm dia vertical G.I. pipe @ 2.5 mt C/C and two horizontal (Top & Bottom) 25mm x 25mm x 5mm M.S. angle etc. made of G.I. wire of dia. 4 mm, complete as per the direction of Engineer-in-charge.

Providing fusion bonded Epoxy coating not less than 175 micron thickness and upto 300 micron to reinforcement bars of any diameteer as per IS-13620-1993/ ASTM-775 M including testing of coating at plant and all taxes etc complete as directed by engineer ion charge.

Dharmik Construction