Supply Installation Testing Commissioning of 01 No 08 Passenger Elevator at Community Hall Atam Anand Bhawan (Jain Sathanak), Jain Nagar Ward No 32 Jammu

SUPPLY, INSTALLATION, TESTING AND COMMISSIONING OF 01 NO 08 PASSENGER ELEVATOR AT Community Hall, AtamAnandBhawan (Jain Sathanak), Jain Nagar, Ward No: 32, Jammu. as per S.No.1 to 29 of the Annexure B of the SBD

Civil Works • Construction of conduit along with well • Construction of Shaft • Shaft Plastering • Repair to the Floor Walls • Floor Lentin Beam to be provided • Granite Stone Fixing on face of the Lift Doors. • Distempering of Shaft from outside and White Washing from Inside. • Pit Buffer Foundation • Floor Level RCC • Load Hook to be provided 03 No. 03 Ton each • Smoke Window to be Provided • Motor Channel Grouting Earth work in bulk excavation by manual means 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. (Sch2.6.1) Excavation for pit: 8ftx8ftx7.5ft = 480cuft = 13.74cum Excavation for Column: 2.5ftx2.5x8.5x4 = 212.5 cuft = 6.01cum Total: 19.75 cum

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (Sch 4.4.7) 8ftx8ftx0.33ft = 21.12 cuft = 0.59 cum

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (Sch 4.4.3) 8ftx8ftx3ft = 192cuft = 5.52cum 2.5ftx2.5ftx8.5ftx4 = 212cuft = 6.00cum Total: 11.50 cum

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to five level including curing but excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) (Sch 5.3) 2ftx2ftx40ftx4 = 640cuft = 18.12 cum 8ftx0.75ftx0.75ftx3x4 = 54 cuft = 1.52 cum 8ftx0.75ftx0.5ftx3x4 = 36 cuft = 1.01 cum 8ftx8ftx0.5ft = 32cuft = 0.90 cum Total : 21.55 cum

Brick work with common burnt clay machine molded perforated bricks of class designation 12.5 conforming to I:S: 2222 in Superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand ) and curing complete in: 6.3.1 With (non-modular) bricks. (Sch 6.1.5) 6.5ftx40ftx0.75ftx4 = 780cuft = 22.08 cum 2ftx12ftx2x3 = 144cuft = 3.97 Total : 26.05cum

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. (Sch 5.22.6) Total : 2586 kg

12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) (Sch 13.1.2) 8ftx40ftx3 = 960sqft = 89.18 sqm

15mm Cement plaster on the rough side of single or half brick wall of mix: 1: 6 (1 cement: 6 fine sand) (Sch 13.2.2) Total: 123.73 sqm

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. (Sch 5.9.1) 2ftx36ftx3x4 = 864sqft = 80sqm Total: 80sqm