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| 1 | Civil Work |
| 2 | Earth work for filling for strengthening of banks with average lead of 50 mtrs. complete in all respect (HSR item No.4.12.1) |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead Nominal concrete 1 :2:4 or leaner mix (i/c equivalent cum design mix) as per direction of Engineer – in – charge (HSR item No. 5.23.2) |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charg (HSR item No. 5.7.4) |
| 5 | CC 1:4:8 with stone aggregate 20mm nominal size in foundation and plinth (HSR item No.6.1.6) |
| 6 | CC 1:1.5:3 with stone aggregate 20mm nominal size in foundation and plinth (HSR item No.6.14.1) |
| 7 | CC 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth (HSR item No.6.1.4) |
| 8 | Ist class Brick work laid in cement sand mortar 1:4 in foundation and plinth(HSR item No.7.20.1) |
| 9 | 12mm thick cement plaster 1:4 complete in all respect(HSR item No.11.5.3) |
| 10 | Centring and shuttering for sides & soffits of beam complete in all respectt(HSR item No.6.30.6) |
| 11 | Centring and shuttering for flat surfaces of beam complete in all respect (HSR item No.6.30.5) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like (HSR item No. 6.30.15) |
| 13 | Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level (HSR item No. 6.33.6) |
| 14 | White washing 3 coaton newly plastered on concrete surface complete in all respect (HSR item No.11.61.1) |
| 15 | Lining with design mix concrete of grade M-15 with minimum cement content 240kg /cum, 75mm thick in curve portion and side slope manually including rendering with cement sand plasterform work, dressing and preparation of sub grade as per directions of Engineer-in-charge (HSR item No. 14.10) |
| 16 | Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints (HSR item No. 6.58) |
| 17 | Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite complete in all respects. the 900mm internal diametric (HSR item No. 21.95.8) |
| 18 | Credit of old brick |
