Providing and fixing MS Grill in Pantry open area andStudy room balcony open area of B8 and B9 hostel towards Navlay road side, gate for the connecting bridges and G.I. Chain link fabric fencing in front of B8 hostel and Dining hall D3 toward valley

Amount

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 within all lead and lift, All kinds of soil as per entire satisfaction and direction of Engineer-in-charge.

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, within all lead and lift as per entire satisfaction and direction of Engineer -in-charge.

Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within all lead and lift. All kinds of soil as per entire satisfaction and direction of Engineer -in-charge.

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) as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all lead and lift.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all lead and lift.

Centering and shuttering including strutting, propping etc. and removal of form work for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all lead and lift.

Brick work with common burnt clay F.P.S. (non- modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all lead and lift.

Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 125x65x2.12 mm as per entire satisfaction and direction of Engineer-in-charge.

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete: 250x16 mm as per entire satisfaction and direction of Engineer-in-charge.

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete: 200x10 mm as per entire satisfaction and direction of Engineer-in-charge.

Providing and fixing ISI marked oxidised M.S. handles conforming to IS: 4992 with necessary screws etc. complete : 100 mm as per entire satisfaction and direction of Engineer-in-charge.

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all lead and lift.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all lead and lift.

Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 10 x 120 mm as per entire satisfaction and direction of Engineer-in-charge.

12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all lead and lift.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all lead and lift.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all lead and lift.

Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all lead and lift.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material as per direction of Engineer-in-charge. In cement mortar as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all lead and lift.

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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all lead and lift.

Providing and laying hard stone boulder filing/soling back side of retaining wall and breast wall including carriage of material with in all lead & lift as per entire satisfaction and direction of Engineer - in - charge.

Providing and laying in position plum concrete with hard stones boulders in Retaining wall etc upto all height and level, size and shape etc with cement concrete with mix (1:3:6)1 cement,3 Coarse sand,6 graded stone aggregate 40mm nominal size using maximum 40% hard stone boulders in plum concrete as per direction and entire satisfaction of Engineering-in-charge including carriage of material within all lead and lift(excluding the cost of centering and shuttering).

Providing and fixing 110mm dia Unplasticized rigid PVC pipe of required size for weep holes in plum concrete walls including cutting, placing and fixing in required slope all complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.

SHRI PRATAP SINGH