Construction of ZPEO Building Aluminum Partitions and allied works at Paddar Kishtwar

Amount

Earth work in bulk excavation by mechanical means (Excavator) over areas including disposal of excavated earth lead upto 50 meters and lift upto 1.5 mtr. 107 04 02 856 x 0.0283 = 24.22M3 59 04 02 472 x 0.0283 = 13.35M3 Column Foundation for 12 Columns 05 05 05 125 x 12 = 1500 x 0.0283 = 42.45M3

Filling available excavate earth in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 M and lift upto 1.5 M. 166 1.5 02 498 x 0.0283 = 14.09M3

Providing and Laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement all works upto plinth level 1:1½:3 having graded stone 20 mm nominal size ( complete scope of work had from SBD)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (One cement: Two coarse sand: Four Graded stone aggregate 20 mm nominal in size) 29 26 0.66 497.64 x 0.0283 = 14.08M3 Plinth Protection 166 2 0.5 166 x 0.0283 = 4.69M3

Centering, shuttering including strutting, propping etc and removal of form work for retaining walls, walls including attached pilasters, buttresses, plinth and string course fillets, kerbs and steps etc. 35 4 140 x 0.0929 = 13.0M2 For 12 Columns = 13.0 x 12 = 156 M2

Structural steel work in single section fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming cost of approved steel primer all complete. MS round Bars of sizes as per the steel design. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars for Columns & Roof Lintels and Stair Case

Brick work common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in cement mortar 1:4 Ground Floor 132 x 16 x 0.75 = 1584cft Ist Floor 121 x 16 x 0.75 = 968 2552 x 0.0283 = 72.22M3

12mm Cement plaster on the rough side of single or half brick wall of mix: 13.2.1 1 : 4 ( 1 cement : 4 fine sand) Ground floor 107 x 16 = 1712 x 02 = 3424 sft 59 x 16 = 944 x 02 = 1888 sft 5312 x 0.0929 = 493.34 M2 Ist Floor 107 x 16 = 1712 x 02 = 3424 sft 59 x 16 = 944 x 02 = 1888 sft 5312 x 0.0929 = 493.34 M2 Roof Plaster (Ground and Ist Floor) 29 x 26 = 754Ft2 x 02 = 1508 sft 1508Ft2 x 0.0929 = 140.09M2

Providing and Laying white cement based putty of specified thickness of approved brand and manufacture over the plastered wall surface to prepare the surface even and smooth complete in 02 mm thickness Walls Ground floor 107 x 16 = 1712 x 02 = 3424 sft 59 x 16 = 944 x 02 = 1888 sft 5312 x 0.0929 = 493.34 M2 Ist Floor 107 x 16 = 1712 x 02 = 3424 sft 59 x 16 = 944 x 02 = 1888 sft 5312 x 0.0929 = 493.34 M2 Roof Plaster (Ground and Ist Floor) 29 x 26 = 754Ft2 x 02 = 1508 sft 1508Ft2 x 0.0929 = 140.09M2

Applying a coat of water based Cement Primer Walls Ground floor 107 x 16 = 1712 x 02 = 3424 sft 59 x 16 = 944 x 02 = 1888 sft 5312 x 0.0929 = 493.34 M2 Ist Floor 107 x 16 = 1712 x 02 = 3424 sft 59 x 16 = 944 x 02 = 1888 sft 5312 x 0.0929 = 493.34 M2 Roof Plaster (Ground and Ist Floor) 29 x 26 = 754Ft2 x 02 = 1508 sft 1508Ft2 x 0.0929 = 140.09M2

Applying a coat of Exterior Emulsion on the newly plastered walls Walls Ground floor 107 x 16 = 1712 x 02 = 3424 sft 59 x 16 = 944 x 02 = 1888 sft 5312 x 0.0929 = 493.34 M2 Ist Floor 107 x 16 = 1712 x 02 = 3424 sft 59 x 16 = 944 x 02 = 1888 sft 5312 x 0.0929 = 493.34 M2 Roof Plaster (Ground and Ist Floor) 29 x 26 = 754Ft2 x 02 = 1508 sft 1508Ft2 x 0.0929 = 140.09M2

Providing and Laying of vitrified tiles in of size 1000 x 1000 mm with water absorption less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades laid on 20mm thick cement mortar 1:4 and matching pigment. Tile Work (For Ground and Ist Floor) 29 x 26 = 754 sft x 02 = 1508 sft 1508 x 0.0929 = 140.09M2 (For Kitchen Shelf) 02 x 12 = 24 sft i.e. 02.23 M2

Providing and Fixing of false ceiling with 12mm thick plain / semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS: 3087, finished with a coat of aluminium primer on both sides and edges including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodized aluminium (with 15 micron anodic coating), T Sections 35 x 15 x 1.5 mm size main runners, cross runners 23.5 x 19 x 1.5 mm fixed to a main runner placed 600 mm centre to centre both ways so as to form a grid of 300mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 06mm dia MS rod fixed to roof slab by means of ceiling cleats and dash fasteners. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with CP Brass Screws and applying a priming coat of zinc chromate yellow primer. False Ceiling Work (For Ground and Ist Floor) (For Ground and Ist Floor) 29 x 26 = 754 sft x 02 = 1508 sft 1508 x 0.0929 = 140.09M2

Aluminium Frames, Fly Proof wire Guage shutters and grills, Float Glass along with Doors, Ventilators, Windows, Stair Case Railing, Grills, Aluminium Partitions / cabins, Main Entrance of the Building and allied accessories.Providing and Fixing fly proof wire gauze windows, clerestory windows and doors with M.S Flat 15x3 mm and nuts and bolts complete.

Fire Extinguishers (D and ABC Type) of different capacities on each floor on suitable places. The job includes Fire Extinguishers D Type 6 Kg with Trolley – 2 No, Fire Extinguishers ABC Type 4.5 Kg – 4 No, Fire Extinguisher Balls – 12 No, Extinguishers Ball Holder Stand – 1 No.

Electrification Work in the complete building (Both Floors) by way of laying of Electrical Circuit for the machinery to be installed in the building. The job includes PVC conduit 3/4" – 140 mtr, PVC Bend – 1 No, Deep Concealed Box – 52 No, Panel Light 2 x 2 – 36 No, Fan Box – 9 No, Fan – 9 No, Tube Light 4 feet – 24 No, MCB Box 12 Way Double Door – 2 No, MCB 32 Amp – 14 No, MCB 16 Amp – 16 No, SPN 63 Amp – 2 No, Modular Box 12 M – 8 No, Modular Box 06 M – 12 No, Modular Box 03 M – 6 No, Modular Sheet 12 M – 8 No, Modular Sheet 06 M – 12 No, Modular Sheet 03 M – 6 No, Switch 10 Amp – 60 No, Socket 10 Amp – 18 No, Switch 20 Amp – 18 No, Socket 20 Amp – 18 No, Fan Dimmer – 9 No, Blank – 10 No, Electric Wire 04 Sqm – 2 rolls, Electric Wire 2.5 Sqm – 4 rolls, Electric Wire 1.5 Sqm – 4 No, Electric Wire 01 Sqm – 08 Rolls, Service Line 40 Sqm aluminium Cable – 1 roll, Chemical Earthing for the building – 1 Job. The job includes cost of material, tools and tackles, skilled labour, carriage, transportation and all taxes as applicable. Complete job

Plumbing Work Required for Toilet Complex and allied works along with septic and soakage pits and on both floors of the building along with allied works. The job includes P/F of WC European with accessories – 2 No, Bib Cock Long Body – 4 No, Bib Cock Short Body - 4 No, Angle Valve – 8 No, Wash Basin – 2 No, Wash Basin Mixture – 3 No, Kitchen Sink – 1 No, Geyser 50 ltr – 2 No, PVC Connection -6 No, G.I. Pipe 1/2" – 80 mtr, G.I. Pipe 3/4" – 30 mtr, Water Tank PVC 1000 ltr – 2 No, Septic Tank 8 x 8 x 8 feet – 1No, Soakage Pit 6 x 6 x 4 feet – 1 No. The job includes cost of material, tools and tackles, skilled labour, carriage, transportation and all taxes as applicable Carriage of Material viz a viz Sand, Bricks, Crushed Stone, Scaffolding and allied items.Complete job

CHANDER MOHAN GUPTA (BID ID -2666080)