Construction work of winding road and rcc drain and side patri from moorti nursing home to raju press and sushil agarwal to jay man kali treders and jitendra to agarwal in jatav pura ward 02.

Dismantling of old damage BOE C.C. tiles Road work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M

Dismantling of bituminous road 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 As per D.S.R. No. 15.43.2

Dismantling of cement concrete or brick or granolithic floors.including base concrete and stacking of dismantlled materials as directed by E/I.within a distance of 60.00M.(S.I.No.697)

Dismantling of old damage brick work and stone work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M. (S.I.No.692)

Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30.0m from the foundation trencches. excluding royalty.( S.I. No.251)

Providing and laying cement concrete in 1:4:8 (1 cement : 4 C sand : 8 stone ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I.

R.C.C. work with cement,approved coarse sand and 4cm gauge stone ballast in proportions of 1:2:4 in raft and foundation excluding supply of reinforcement and its bending but including its fixing & binding the same with 24 B.W.G G.I wire and including necessary centring and shuttering etc.and also including supply of all materials labour ,tools & plants etc required for proper completion of work. Binding wire cost being included in the item,(S.I.No.287)

R.C.C. work with cement,approved coarse sand and 4cm gauge stone ballast in proportions of 1:1.5:3 in wall and coloumn excluding supply of reinforcement and its bending but including its fixing & binding the same with 24 B.W.G G.I wire and including necessary centring and shuttering etc.and also including supply of all materials labour ,tools & plants etc required for proper completion of work. Binding wire cost being included in the item,(S.I.No.289)

RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in slab of culvert excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. SI No. 284

Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per E/I SI No. 504

Cartage of Surplus malwa upto 5km.

Supplying of Earth for cutting or in embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance and cartage upto 8Km distance as directed by the Engineer-in-charge excluding royalty

Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine sand : 12 Brick ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 273)

First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour T&P etc required for proper completion of work SI N0.305

12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i)

Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I.

P/L of Granular sub base with coarse graded materials (Table 404 ) in granular sub base by providing coare graded materials, spreading in uniform layer with motor grader on preparing surface mixing by mix in place method with rotovator O.M.C. and compacting with power vibratory roller to achieve the desired density complete as per clause 401compected incluing lighting, guarding, barricating and maintance of diversion etc.

Providing,laying,spreading and compacting graded stone aggregate to wet mix macadom specification including premixing the mterials with water at O.M.C.in mechanical mix plant carriage of mixed material by tipper to site. Laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achive the desired density. incluing lighting, guarding, barricating and maintance of diversion etc.

Brick edging on both side of road of first class brick 8cmx12cm laid with mud mortor as per E/I S.I. No. 765

Providing and applying of primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 kg/sqm using machenically means

Providing and applying tack coat on bituminious surface. @ 0.250 Kg/Sqm. bitumen of grade VG-10, Including heating the bitumen,spraying the bitumen with mechanical operated spray unit fitted on bitumen boiler, cleaning and preparing the the existing road surfce as per specifications

Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge complete in all respects. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications

P/F of Cats eye as per direction of Engineer-in-Charge all complete

Supply and Laying of rubber Moulded C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 with a specification ratio of coarse material stone grit of size 8 mm to 12 mm in ratio 2:3 and fine material port land cement & coarse sand 1 : 1 -1/2 and mix it coarse material with ratio 3:2 and top sarface of tile at least 5mm thick with mix of cement and marble dust with ratio 1:1 provide the machanical pressure of 380 kg/cm2 at the time of manifacture of tile. In the manifacture of tiles the use of cement 7.5 begs of 50 kg to 8.5 bages per m,3 and labour, including supply of all material, T&P for proper completion of the work, and joint filled with fine sand, also including as per direction of E/I

Deduction cost of brick bats

Deduction cost of bricks