Repair to old building in Regional Hospital Kullu

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (Thirty centimetre) in depth, 1.5 m (One point five metre) in width as well as 10 sqm (Ten square metre) on plan) including getting out and disposal of excavated earth lead upto 50 m (Fifty metre) and lift upto 1.5 m (One point five metre), as directed by Engineer-in-charge. All kinds of soil with in all leads and lift of materials and as per direction of Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m (One point five metre) in width or 10 sqm (Ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m (One point five metre), including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m (Fifty metre). All kinds of soil. with in all leads and lift of materials and as per 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 : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm (Forty millimetre) nominal size) with in all leads and lift of materials and as per direction of Engineer-in-charge.

Making plinth protection 50mm (Fifty millimetre) thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm (Twenty millimetre) nominal size) over 75mm (Seventy five millimetre) thick bed of dry brick ballast 40 mm (Forty millimetre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth with in all leads and lift of materials and as per direction of Engineer-in-charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm (Twenty millimetre) nominal size) with in all leads and lift of materials and as per direction of Engineer-in-charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm (Twenty millimetre) nominal size) with in all leads and lift of materials and as per direction of Engineer-in-charge.

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete with in all leads and lift of materials and as per direction of Engineer-in-charge.

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 with in all leads and lift of materials and as per direction of Engineer-in-charge.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm (Twenty millimetre) nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) with in all leads and lift of materials and as per direction of Engineer-in-charge.

Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level : Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) with in all leads and lift of materials and as per direction of Engineer-in-charge.

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 with in all leads and lift of materials and as per direction of Engineer-in-charge.

12 mm (Twelve millimetre) cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand) with in all leads and lift of materials and as per direction of Engineer-in-charge.

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm (Zero point ninety litre/ Ten square metre) over an under coat of primer applied @ 0.80 ltr/ 10 sqm (Zero point eighty litre/ Ten square metre) of approved brand and manufacture with in all leads and lift of materials and as per direction of Engineer-in-charge.

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres (fifty metres) lead as per direction of Engineer-in-charge : In cement mortar with in all leads and lift of materials and as per direction of Engineer-in-charge.

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). : Sal wood with in all leads and lift of materials and as per direction of Engineer-in-charge.

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-incharge. (Note:- Butt hinges and necessary screws shall be paid separately) : 35 mm (Thirty five millimetre) thick shutter with in all leads and lift of materials and as per direction of Engineer-in-charge.

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm (Twenty five millimetre) to 40 mm (Forty millimetre) thick : Kiln seasoned and chemically treated hollock wood with in all leads and lift of materials and as per direction of Engineer-in-charge.

Providing 40x5 mm (Forty x Five millimetre) flat iron hold fast 40 cm (Forty centimetre) long including fixing to frame with 10 mm (Ten millimetre) diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm (Thirty x Ten x Fifteen centimetre) 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm (Twenty millimetre) nominal size) with in all leads and lift of materials and as per direction of Engineer-in-charge.

Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete : 75x60x3.10 mm (Seventy five x Sixty x Three point ten millimetre) with in all leads and lift of materials and as per direction of Engineer-in-charge.

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm (Two hundred fifty x Sixteen millimetre) with in all leads and lift of materials and as per direction of Engineer-in-charge.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm (Ten millimetre) gap for thermal expansion, (i) Single socketed pipes. : 110 mm (One hundred ten millimetre) diameter with in all leads and lift of materials and as per direction of Engineer-in-charge.

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm (Ten millimetre) gap for thermal expansion. (a) Coupler 110 mm (One hundred ten millimetre) with in all leads and lift of materials and as per direction of Engineer-in-charge.

(b) Shoe 110 mm (One hundred ten millimetre).

Ajeet Sharma