Reconstruction of Govt. primary School At Kharsad,Narendra Nagar

Amount

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge

Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of:

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead

Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches or drains (not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms, lift upto 1.5 out the excavated soil and disposal of surplus excavated soil as dir of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand )

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and fixing pressed steel door framesconforming to IS: 4351,manufactured from commercial mild steel heet of 1.60 mm thickness,including hinges, jamb, lock jamb, bead and if required angle threshold ofmild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.

Providing and fixing ISI marked oxidised M.S. tower bolt 150x10 mm black finish,(Barrel type) with necessary screws etc. complete

Providing and fixing ISI marked oxidised M.S. handles 125mm conforming to IS:4992 with necessary screws etc. complete

Providing and fixing ISI marked oxidised M.S. sliding door bolts 250mm with nuts and screws etc. complete :

Providing and fixing M.S. Tubular frames for doors, ows, ventilatorsand cupboard with rectangular/ L-ypesections, made of 1.60 mm thickM.S. Sheet, joints mitred, welded and grinded finish, with profiles ofrequired size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer all complete.

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shape and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold Twisted Bars

12 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand) on smooth surface

15 mm cement plaster on rough side of single or half brick wall of mix

Filling available excavated earth (excluding rock) in trenches, plin sides of foundations etc. in layers not exceeding 20cm in de consolidating each deposited layer by ramming and watering, up to 50 m and lift upto 1.5 m.

Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.

Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.

Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 grad finished with a floating coat of neat cement including cement slurry the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

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

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied

Painting steel work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture

Providing and laying cement concrete1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 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, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing

Providing and fixing on wall face unplasticised Rigid PVC 110 mm diameter rain water pipesconforming to IS : 13592 Type A, including jointing with seal ring conformingto IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single sockete

Lettering and painting of sign board i/c all

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level. 1:3:6(1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size)

Grading roof for water proofing treatment with Cement mortar 1:3 (1 cement : 3 coarse sand) with water proffing compound

Excavation in foundation for retaining, breast walls etc, in all types of soils androcks including all lead, lift and disposal of surplus material as per direction ofengineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. As per PWD Uttarakhand specifications)

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etcincluding supply of all material, labour, T&P and royaltiies etc.complete as perdrawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Hand Packed stone filling in back of wallls including cost of all materials, royality,T&P etc. complete as per direction of Engineer-in- charge. (As per PWDUttarakhand specifications)

RAKESH PRASAD UNIYAL