Barbed wire fencing works at Ship Repair/Dry Dock Facility Land at D/s J.P. Setu, Digha, Patna (Bihar) in National Waterway -1 (River Ganga).

Amount

Construction of Fencing with Barbed Wire and Concertina Wire

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Supplying of RCC Standard post of mixing 1:1.5:3 (1 cement,1.5 Coarse Sand (zone-III),3 graded stone aggregate 12.5mm nominal size) with wooden plug of 6mm bar nibs whenever required as per direction of EIC(cost of each work in excavation, concrete work in foundation to be paid separately) all completed as per specification and direction of EIC)

Labour for erection of RCC Post in foundation all completed as per specification and direction of EIC

Fencing by GI barbed wire with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100metres (minimum), between the two posts fitted and fixed with G.I. stap les on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length

Supply, fitting, erecting MS Gate (1 no.)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 one Brick Flat Soling in foundation trenches all complete as per specification and direction of EIC

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from size derived from natural sources) natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural resources

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering below GL complete as per specification and direction of EIC

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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 Fe-500D or more

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in all shapes and sizes in cement mortar1:4(1 cement:4 sand) all completed as per specification and direction of EIC

Providing 12mm thick cement plaster in all faces(1:6) all completed as per specification and direction of EIC

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre

Supplying fabrication fitting& fixing hollow square pipe of size 35mmx35mm and wall thickness of 1mm for MS gate along with MS drop, gate stopper all complete as per specification and direction of EIC

Providing hot rolled deformed bars in arrow at top section (Ascending order) (16mm dia. round bar for arrow) all complete as per specification and direction of engineer in charge

(T-Section MS Hinge clamp) Rolled steel equal Angle ISA 50x50x6mm for fixing the MS gate in the wall

Applying Priming first coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works all complete as per specification and direction of EIC

Applying Priming Second coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works all complete as per specification and direction of EIC

Painting on GS Sheet with synthetic enamel paint of approved brand and manufacturing of required colour to give an even shade. New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution all completed as per specification

DURGAWATI ENTERPRISES PRIVATE LIMITED (BID ID -3283946)