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| 1 | (B-1/1.8) 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 2 | (B-1/1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 3 | (G-4/4.1.8) Disposal/carriage of earth including loading, unloading and transportationwith in a lead of 3.0 Km complete as per direction of Engineer in charge. |
| 4 | (B-3/3.1.6)P&L in position Cement Concrete incl. Curing compaction etc. of specified Grade Excl.the cost of Centering & Shuttering all works up to Plinth level1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 5 | (B-4/4.1) Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 6 | (B-4/4.9) Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 7 | (B-4/4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 8 | (B-12/12.3.2) Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 20mm thick |
| 9 | (S-3/3.16.3) P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant.110 mm dia |
| 10 | (B-6/6.1.6) Random Rubble stone masonry with hard stone in Foundation and plinth in Cement Sand Mortarabove 30 CM thick walls1:6 (1 cement:6 sand) |
| 11 | (B-6/6.3.4) Add extra for Random Rubble stone masonry with hard stone in wall upto 30 cm and less thickness |
| 12 | (B-11/11.3.1)Cement concrete flooring 1:2:4 (1cement:2 course sand:4 stone aggregate finished with flouting coat of neat cement slurry ,making of lines or grooves etc. complete but excluding the cost nosing of steps etc. complete.40 mm thick with 20 mm thick nominal size aggregate. |
| 13 | (B-1/1.25) Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 14 | (B-11/11.9.1) Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40mm wide and 4mm thick |
