Providing Boundary Wall and Fencing for the Area Near IBL Building at Muttom Depot

Amount

Schedule A

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

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 : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand). Cement mortar 1:6 (1 cement : 6 coarse sand)

Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc

Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level. Cement mortar 1:6 (1 cement : 6 coarse sand)

12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer

Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two or more coats on new work

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. In cement mortar

Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):From brick work in cement mortar

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

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)

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work

Providing and fixing 15 cm L x 15 cm W and 250 cm high precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Vertical Post as per standard design, including finishing smooth with cement mortar 1:3 (1 cement : 3 fine sand) They will be reinforced with four numbers 6mm dia MS bars longitudinally and with 6 mm stirrups at 150 mm spacing and the rate is inclusive of the reinforcemnt. (cost of excavation, refilling and concreting to be paid for separately)

Hire and running charges of crane 20 tonne capacity

Bull dozing and levelling by mechanical means at locations instructed by KMRL Engineer in Charge. The rate includes the operator bata,fuel,water charges, maintenanceof the machinery.The work has to be carried out in both day and night hours

Supply of labour for Daily routine/Preventive maintenance works with necessary tools and equipments arranged by the contractor as per the requirement and as directed by Engineer-in-Charge. Mason

Supply of labour for Daily routine/Preventive maintenance works with necessary tools and equipments arranged by the contractor as per the requirement and as directed by Engineer-in-Charge. Helper

Bidder Name

Amount

UNITED ASSOCIATES(GSTN-07AIVPN7071R2Z1)

YES YEM CONSTRUCTION(GSTN-32AAAFY7512R1ZR)

Outlook Communications (P) Ltd(GSTN-32AAACO2680H1ZP)

ENGINUR CONSTRUCTIONS(GSTN-32AAGFE9945E1ZF)

carmel builders and fibrotech industries pvt ltd(GSTN-27AACCC5492K1ZB)

R. Sajikumar(GSTN-32AJVPS3107J1ZX)

Crescent Contractors Pvt. Ltd.(GSTN-32AAFCC6525N1ZJ)

Edayar Metals(GSTN-32AEWPC1719A1Z0)

SHIYAS MUHAMMED(GSTN-32AJZPM6653P1Z6)

SR ASSOCIATES(GSTN-NA)

SHIYAS MUHAMMED

UNITED ASSOCIATES

YES YEM CONSTRUCTION

Outlook Communications (P) Ltd

R. Sajikumar

Crescent Contractors Pvt. Ltd.

SR ASSOCIATES

Edayar Metals

carmel builders and fibrotech industries pvt ltd

SHIYAS MUHAMMED

SR ASSOCIATES

R. Sajikumar

Edayar Metals

UNITED ASSOCIATES

YES YEM CONSTRUCTION

Outlook Communications (P) Ltd

Crescent Contractors Pvt. Ltd.

carmel builders and fibrotech industries pvt ltd