Construction of Baratghar at Bainol block Mori Distt Uttarkashi

Amount

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

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 cement concrete of specified grade cost of centring and shuttering 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)- -All work upto plinth level

Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone 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)

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

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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams,suspended floors,roofs having slope up to 15° landings balconies, shelves chajjas lintels bands plain window sills, stair cases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering shuttering finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars.

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 Suspended floors, roofs, landings, balconies and access platform.

Providing and fixing pressed steel door frames confirming to IS 4351 manufactured: from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as direct by Engineer-in-charge Profile B

Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with L-Type section made of 1.60m M.S. Sheet, joints mitred and welded and grinded finish profi required size with 15x3mm lugs 10cm long embedded in ce concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse graded stone aggregate 20mm nominal size) or with wooden plugs screws or rawl plugs and screws or with fixing clips or with b nuts as required including fixing of necessary butt hinges and and applying a priming coat of approved steel primers.

Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with :4.0 mm thick glass panes

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board of 1st necessary screws. 35 mm thick including ISI marked Stainless Steel butt hinges with v bands and face veneers on both faces of shuttersclass hard construction with frame wood and well matched commercial 3 ply veneering with vertical grains or cross

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

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm

Providing and fixing aluminium tower 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 necessary screws etc. complete :200x10 mm

Painting wood 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

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture

12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)

6 mm cement plaster of mix 1:3 (1 cement: 3 fine sand)

18 mm thick Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.

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

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth

Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick.

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.

Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).

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

Providing and fixing Ist quality ceramic glazed wall tiles conf IS : 15622 (thickness to be specified by the manufacture ) of appr make in all colours, shades except burgundy, bottle green, black of size as approved by Engineer-in-Charge in skirting, risers of ste dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 c sand) and jointing with grey cement slurry @ 3.3kg per sqm pointing in white cement mixed with pigment of matching complete.

Providing and laying Ceramic glazed floor tiles 300x300 mm (thick to be specified by the manufacturer) of 1st quality conformin 15622 of approved make in colours such as White, Ivory, Grey, Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Coarse sand) including pointing the joints with white cement matching pigment etc., complete.

White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral typefoot rests.

White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P.brass pillar tap

Providing and fixing C.P. brass long body bib cock of approvedquality conforming to IS standards and weighing not less than 690 gms.

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

Providing and fixing ball valve (brass) of approved qualityHigh or low pressure with plastic floats15 mm nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.15 mm dia. nominal bore (external work)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.15 mm dia. nominal bore (Internal work)

Providing and fixing PTMT soap Dish Holder having length of 138m 102mm, height of 75mm with concealed fitting arrangements weig than 106 gms.

Providing, laying and jointing P.V.C. pipes grade ‘A’ with stiff mixture.in Seawer Line 110 mm diameter

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : Inside dimensions 455x610 mm and 45 cm deep for single pipe line :

12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 ( 1 cement : 3 fine sand)

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 70 mm thick

Half brick masonry 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. Cement mortar 1:4 (1 cement :4 coarse sand) Cement mortar 1:4 (1 cement :4 coarse sand)