Establishment of Storage Godown 50 x 15 feet for medicinal plants and allied works at Saffron Farm Berwar District Kishtwar

Amount

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 M2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 45.72 0.609 0.3048

Filling available excavated earth (excluding rock) 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. 45.72 0.152 0.3048

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing including the cost of centring, shuttering and finishing with. (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) i. 45.72 0.457 0.3048 = 6.368 ii. 09.14 0.457 0.3048 = 1.273

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing including the cost of centring, shuttering and finishing with. 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) 18.28 4.57 0.183 = 15.28M3

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns 45.72 0.914 = 41.78 x 2 = 83.57

Brick work common burnt clay (Non-Modular) bricks of class designation 7.5 in foundation and plinth including curing in cement mortar 1:4 150 x 12 x 0.75 = 1350 ft3 i.e. 1350 x 0.0283 = 38.20M3

15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) 150 x 12 = 1800 (01 side) For 02 Sides 1800 x 2 = 3600ft2 3600 x 0.0929 i.e. Total Area = 334.44 M2

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 150 x 12 = 1800 (01 side) For 02 Sides 1800 x 2 = 3600ft2 3600 x 0.0929 i.e. Total Area = 334.44 M2

With water thinable cement primer on wall surface having VOC content less than 50 grams/liter 150 x 12 = 1800 (01 side) For 02 Sides 1800 x 2 = 3600ft2 3600 x 0.0929 i.e. Total Area = 334.44 M2

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) 150 x 12 = 1800 (01 side) For 02 Sides 1800 x 2 = 3600ft2 3600 x 0.0929 i.e. Total Area = 334.44 M2

Providing / Fixing of Aluminium Doors, Ventilators and Windows along with Door, Window and Ventilator Frames as per the detail given below along with all fixtures and fittings: - Doors a. 7 x 4 feet – 02 No b. 6 x 3 feet – 01 No Windows a. 5 x 5 feet – 02 No b. 5 x 4 feet – 01 No Ventilators a. 1.5 x 1 feet – 05 No

Carriage Charges for Sand, Aggregate Stone, Cement, Steel for the complete Job including the charges on account of Head Load

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, lintels, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) L W H 50 15 0.416 = 312 ft3 i.e. 1 ft3 = 0.0283M3 = 8.82M3

Design, Providing and Laying of MS-Round Steel bars of different dia. i.e. 12mm – 810 Kg, 10mm – 570 Kg and 08mm – 90 Kg for Stirrups for horizontal beams, vertical columns including cutting, bending, straightening, hoisting, laying and fixing of ISI Marked steel bars. Thermo-Mechanically Treated bars. Total Quantity = 300 Kg (approx.). Complete Job

Design, Fabrication and Fixing of 01 No. Box type Metal base frame Glow Sign LED Board of size (08 x 04) feet and 1.5 feet approx. width with LED Tube lights 4 feet of 28 watt or more lumen capacity of each tube light including the MS-Pipes of suitable size to make the Box type Board robust in design (Printing information to be provided by the department), Regulatory Laser Printed Sign Boards of size (3x3) feet – 06 No. (Printing information to be provided by the department). The job includes cost of material, welding, fixing of the boards, scaffolding, ladders, laying of copper wire for the electric circuit along with proper conduting and making good the surface, carriage, transportation, skilled labour charges, taxes as applicable. Complete Job

Providing, Laying of electrical circuit in the hall and room by means of laying of PVC Conduit ¾” – 100 mtr, electric wire 01 sqm – 04 rolls, electric wire 1.5 sqm – 03 rolls, electric wire 4 sqm – 02 roll, main distribution cable 10 sqm copper cable along with stay wire – 80 mtr, modular electric boxes 08x04 – 03 No along with plates, On/Off switches 10 Amp – 08 No, Fan Dimmer – 04 no, Ceiling Fan – 04 No along with fan clamps and junction boxes, electric bulb concealed holders – 14 No, LED concealed light12 Watt – 14 No, LED Outdoor Lights – 04 No along with SPN 63 AMP – 01 No, MCB 63 Amp – 02 No, MCB 32 Amp – 08 No along with MCB Distribution Box – 02 No along with all fixtures. The job includes cost of material, testing the circuit on load, carriage, transportation, skilled labour charges and taxes as applicable. Complete Job

SAQIB SAJJAD (BID ID -2442813)

M/S MASHOOD AHMED MATTOO CONTRACTOR (BID ID -2435786)