Construction Of Fly ash Brick Masonary Compound Wall in Plot no 903 at Topchanchi Under Jmada Dhanbad

Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B)

Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)

Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

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 (zone-III): 3 graded stone aggregate 20 mm nominal size)

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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)

Providing tor steel reinforcement of 10mm ,12mm,16mm dia bar as per approved design & drawing excluding carriage of M.s. rods (straight or in coils) to work site, cutting, bending & binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 5.5.4) 8 mm Dia 30%

Providing tor steel reinforcement of 10mm ,12mm,16mm dia bar as per approved design & drawing excluding carriage of M.s. rods (straight or in coils) to work site, cutting, bending & binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 5.5.5(a) 10 mm Dia 30%

Providing tor steel reinforcement of 10mm ,12mm,16mm dia bar as per approved design & drawing excluding carriage of M.s. rods (straight or in coils) to work site, cutting, bending & binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 5.5.5(b) 12 mm Dia 40%

Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in foundation and plinth with approved uality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in foundation and plinth with approved uality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.

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

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

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

Providing 12mm thick cement plaster (1:4) with clean coarse sand of F.M. 15 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I

Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding , curing and taxes all complete as per building specification and direction of E/I.

Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length), having 50 nos rounds 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre

SupplyingM.S. angle of size 65X65X8 mm grade -A of approved make as per specification & direcion of E/I.

Drilling 6mm dia hole M.S. angle iron for fixing of staples etc. as per building specification and direction of E/I.

Labour for cutting of M.S. angle iron post to required length, one end splitted as fishtailed in a length of 150mm complete as per building specification and direction of E/I.

Carriage of Material Briks (Lead = 8 Km

Carriage of Material Sand lead 35 KM

Carriage of Material Stone chips lead 23 KM

Carriage of Material Cement lead - 3 KM

Carriage of Material Steel ( Lead -3 Km

Carriage of Earth (Soil) at site For Filing lead- 3 km

Goods & Services Tax (G.S.T.) - 18%

Labour Cess - 1%

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