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| 1 | (B-44/1.9.1) Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains not exceeding 1.5 m in width or 10 sum on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including gettingout the excavated soil anddisposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available. Ordinary Rock. |
| 2 | (B-54/3.1.6) Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering; All up to plinth level, 1:4:8 (1-Cement:4-coarse sand:8-graded stone aggregate 40 mm nominal size). |
| 3 | (B-59/4.1) Providing and laying in position specified grade of cement concrete for all 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. |
| 4 | (B-61/4.9) Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns, etc. |
| 5 | (B-62/4.13.3) 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. Thermo-mechanically Treated bars (Conforming of relevent IS code). |
| 6 | (B-69/6.1.6) Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 7 | (B-69/6.3.4) Add extra for Random Rubble stone masonry with hard stone in walls upto 30 cm & less thickness. |
| 8 | (B-139/12.3.2) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish: 20 mm thick. |
| 9 | (B-128/11.3.1) Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.40mm thick with 20mm thick nominal size aggregate. |
| 10 | (B-98/9.2) Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete. |
| 11 | (B-146/12.46.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work. |
| 12 | (S-247/3.16.3) P&F rigid PVC pipe (IS:4985 mark) class II/ (4 Kg. /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia. |
| 13 | (B-43/1.1) Earth work in surface excavation not exceeding 30 Cm. In depth but exceeding 1.5 meter in width as well as 10 Sqm. on plan including disposal of excavated earth up to 50 Mtr. And lift up to 1.5 Mtr. Disposed soil to be leveled and neatly dressed: All kinds of soil. |
| 14 | (G-37/5.1) Carrige of material: Earth, Sand, Line, Morrum, Manure or Sludge. With lead of 2 Km.Deduct: Initial lead of 50m in surface excavation item. |
| 15 | (G-3/3.293) Supply of stone aggregates (single size): 40 mm nominal size. |
| 16 | (G-37/4.2) Carriage of material: Building rubbish stone metal (grit & ballast). Lead for 60 Km. |
| 17 | (B-156/14.2.1)Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge:1: 3: 6 or richer mix. |
| 18 | (B-156/14.2.2)Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 4: 8 or leaner mix. |
| 19 | (R-25/chapter 8-3)P&F Pecast cement concrete M-15 grade kerb over 20 mm thick base of cement mortar 1:6 including jointing with cement mortar 1:4 and painting with enamel paint complete as per MoRTH specification clause 1000 & 1700 (Size 30cmx30cmx15cm) |
| 20 | (R-12/4.2c(ii)) Providing and laying granular sub-base material having P.I.not more than 6. including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).Grading as per MoRTH specification: Table 400-1, 400-2 with CBR value not less than 20To achieve 95% Proctor density |
