construction of Local toilet at firewood depot Dambuchan Agling

Amount

Earthwork in excavation by manual means not exceeding 30cm in depth but exceeding 1.5mtr in width as well as 10sqm on plan including disposal of excavated earth upto 1 mtr from cutting edge, lift upto 1.5mtr, disposed earth to be levelled and neatly dressed in : All kinds of Soil: Descriptions of ItemsLong Wall 2x14'-6"x(3'-0"+5'-0")x4'-3"= 493cft . 2 Short Wall 2x3'-6"x(3'-0"+5'-0")x2'-10" =79.34cft 2 T= 572.32cft or 16.19cum

Dumping stone including cost of stones. Items Long Wall 2x14'-0"x2'-6"x0'-6"= 35cft Short Wall 2x4'-0"x2'-6"x0'-6"=10cft T=45cft or1.276cum

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 40mm nominal size).Crushed Long wall 2x14'-0"x2'-6"x0'-4"= 23.1cft shortwall 2x4'-0"x2'-6"x0'-4"=6.6cft T=29.7cft or0.84cum

Random Rubble masonry with hard stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand) L/W=2x13'-6"x2'-0"x2'-0"=108cft S/W=2x4'-6"x2'-0"x2'-0"=36cft L/W=2X13X1'-6"X7'-0"=273cft S/W=2X5X1'-6"X7'-0"=105cft T=522cft D/D Door 2x3'-0"x6'-0"x1'-6"=54cft Total after d/d=468cft or 13.19cum

Sundried Brick masonry in mud mortar including material labour ,carriage ….All complete Job 2x12'-0"x1'-0"x8'-0"=200cft short wall 3x5'-0"x1'-0"x8'-0"=120cft PARAPET 2X12'-0"X1'-0"X1'-6"=37cft 2X5'X1X1'-6"=15Cft STEPS 1X13'X4'X0'-6"=26cft 1X13'X4'-11"X0'-6"=31.98cft 1X13'X5'-10"X0'-6"=37.89cft 1X13'X6'-9"X0'-6"=43.87cft 1X13'X7'-8"X0'-6"=49.79cft 1X13'X8'-7"X6"=55.77cft 1X13'X9'-6"X0'-6"=61.75cft 1X13'X10'-5"X0'-6"=67.73cft 1X13'X11'-4"X0'-6"=73.64cft 1X13'X12'-3"X0'-6"=79.62cft 1X13'-0"X13'-2"X0'-6"=85.84cft 1X13'X14'-1"X0'-6"=91.52cft T=1068.4Cft D/d openings D=d=2x3'-0"x7'-0"x1'-0"=42cft v=2x2'x1'-6"x1'-0"=6cft T=48cft Total after d/d=1020.4cft or28.88cum

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering,finishing and reinforcement with 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 7'x12'-0"x0'-6"=42cft 7x13'-0"x0'-6"=45.50cft T=87.50cft or2.4cum

Reinforced for RCC work including straightening cutting , bending ,placing in position and binding all complete Thermo-mechanically treated bars. Qty vide item No. 6 = 2.4 m3 @150 kg/m3=360 kgs

15 mm cement plaster of mix 1:4 (1 cement :4 coarse sand) 2x(5'-0"x5'-0")=50cft 12x14'x1'-6"=252cft T=302sft or28.05sqm

Rough cast plaster upto 1Om height above ground level. with a mixture of sand and gravel or crushed stone from 6mm to 1 Omm nominal size dashed over and including the fresh plaster in two layer, under layer 12 mm cement plaster 1:3 ( 1 cement : 3 fine sand) mixed with 10 % finely grounded hydrated lime 2x13'x6'=156sft 2x7'-6"x6'=90sft 2x12'-6"x8'=200sft 2x7'x8'=112sft 2x12'-6"x1'-6"=37.75sftr 2x7'x1'-6"=21sft T=616.50sft d/d opening 2x3'x7'=42sft 2x2'x1'-6"=6sft 3'x6=18sft T=66sft Total after d/d=484.50sft or45.01sqm

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 and length (hold fast lugs or with dash fasteners shall be paid for separately): Second class kail wood 2x2(4'+7')x0'-3"x4"=3.63cft 2x2(3'-0"+1'-6")x3"x4"=1.48cft 1x2(4'+6')x3"x4"=1.65cft T=6.76 or 0.19cum

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including lSI marked M.S. pressed Butt hinges bright per sqm finished of required size with necessary screws excluding panelling which will be paid for separately all complete as per direction of engineer in charge. Kail Wood D1= 2X2'-6"X6'-7"=32.9sft D2=1X2'-6"X5'-6"=13.75sft T=46.65sft or4.33sqm

Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or graded wood particle board IS : 3087 marked to frame, backing orstudding with screws etc. complete (Frames, backing or studding to be paid separately) :12 mm thick 2X2X1'-9"X2'-9"=19.25sft 1X2X1'-9"X2'-3"=7.87sft T=27.12sft or 2.51sqm

Providing and fixing lSI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16 mm

Providing and fixing lSI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etccomplete.250x10 mm

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

finishing walls with water proofing cement paint of required shade New work (two or more coats) applied @3.84 kg/1 Osqm Qty vide item no.9 45.01sqm

Applying priming coat: with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) qty vide item no 10,11,12,

Centnng and shuttering including strutting~ propping etc and removal of form work for.-FoundatiOns footings. bases of columns 2x2x14'x0'-4"=18.48sft 2x2x4'x0'-4"=5.28sft T=23.76sft or 2.20sqm

suspended floors, roofs, landings, balconies and access platform. 2x13'x5'=130sft or12.077sqm

Edges of slabs and breaks in floors and walls.Under 20cms wide 2X2(13+5)=72rftor21.95fm

M/S NAZIR AHMED

M/S ALI HUSSAIN GOVT CONTRACTOR

M/S DORJAY NAMGIAL GOVT CONTRACTOR

M/S FAROZ DIN