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| 1 | Excavation in foundation, trenches etc. in earth work, lift up to 1.5Meters stacking the excavated soil not more than 3 Meters clear fromthe edge of the excavation and then returning the stacked soil in 15CM cm layers, when required in to plinths sides of foundations etc., consolidatingeach deposited layer by ramming and watering and then disposing of allSurplus excavated earth as directed with in a lead of 20 Meters.Ordinary rock |
| 2 | Providing and laying cement conc. In retaining wall ,return walls ,walls(any thickness)including attached pilaster,column piers,abutment pillares post ,struts ,butterses ,strin g or lacing course ,parapets ,coping bed block anchor blocks ,plain window sill, fillets, sunken floor etc. up to floor five lvl ,excluding the cost of centering ,shuttering and finising 1:4:8(1 cement :4Course sand ):8 graded stone agg size) |
| 3 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases 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) : 3 graded stone aggregate 20 mm nominal size). |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 5 | Centering and shuttering including strutting ,propping etc and removal of form work for Retainning walls, return walls, walls (any thickness)including attached plaster butteress plinth and strings course fillets kerbs and steps etc. |
| 6 | Supplying filling, spreading& levelling stone boulder of size range 5cm to 20cm ,in recharge pit,in the required thickness ,for all leads & lifts ,all complete as per direction of Engineer –in charge . |
| 7 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). |
| 8 | Providing and fixing Khaprail of size 200x100mm size on RCC Roof fixed over 12mm thick bedding layer of cement mortar 1:3 (1 cement : 3 fine sand) including jointing in neat cement slurry @ 3.3 Kg/Sqm and pointing in white cement mixed with pigment of matching shade all as directed by Engineer-in-charge |
| 9 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 10 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 11 | Providing & Fixed Display Board Of Size 3’-0”X2’-0” (Minimum )Indicating Name Of Work ,Name Of Head ,Estimated Cost ,Date Of Award ,Date of Start, Date Of Completion And Expenditure Of Work On Site Of Work At Promonent Place . Please Enable Macros to View BoQ information |
