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| 1 | Dressing bed and preparation of sub-grade for liningHSR item No. 19.1 and A&C slip No. 33 dated 11.11.2019 |
| 2 | Supply of 100 micron thick polythene sheet to be laid under bed lining as per approveddrawing & design section (As per CAD Authority) NS. |
| 3 | Laying of 100 micron thick polythene sheet under bed lining as per drawing & design (N.S.item) (As per CAD Authority) Complete in all respact. N.S. |
| 4 | Laying of 7.62 cm. thick Ist.class brick work in 1:5 cement sand mortsr in bed over 100 micron polythene as per approved design,drawing & PWD Specification i/c supply & carriage of material Complete in all respact.HSR item No. 11.3 |
| 5 | Laying 1st class brick work in 1:5 cement sand mortarin foundation and plinth as per approved design,drawing & PWD Specificationi/c supply & carriage of material Complete in all respact. HSR item No. 11.3 |
| 6 | E/Work inexcavation in foundation,trenches,etc,in all kinds of soils, not exceeding 2 metres depth i/c dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, i/c disposal of all surplus soil, as directed within a lead of 30 metres.HSR item No. 6.2 (a) + 6.3 (i) |
| 7 | Kassi work undressed involving an Avg. horizontal throw upto 2mtr. and avg. vertical lift upto 0.5mtr. i/c breaking of clods. HSR item No. 6.2 (a) |
| 8 | E/work excavation in filling in ordinary soil exclusive of compensation for earth work duly dressed with combined lead upto 15 mtr.i/c breaking of clods as per approved design,drawing & PWD specifications. HSR item No. 6.2 (b) + 6.3 (i) |
| 9 | E/work (exclusive of compensation for earth) in excavation in ordinary soil and filling, in 15cm layers, in foundation & plinth i/c ramming, watering & consolidation under flors, with earth brought from a distance not exceeding 30 mtrs. (under bed) as per approved design,drawing & PWD specifications. HSR item No. 6.13 (b) |
| 10 | Cement concrete 1:4:8 with brick ballasts of 40mm nominal size in foundation and plinth as per approved design,drawing & PWD Specifications i/c supply & carriage of material Complete in all respact. HSR item No. 10.36 |
| 11 | Laying 1st class brick work in 1:3 cement sand mortarin foundation and plinth as per approved design,drawing & PWD Specification i/c supply & carriage of material Complete in all respact.HSR item No. 11.5 |
| 12 | Extra for brick work in arches including cost of shuttering up to 1.5 mtrs. Span Complete in all respact. HSR item No. 11.44 (a) |
| 13 | 10 mm thick cement plaster in 1:4 ratio cement sand mortar as per approved design,drawing & PWD Specification i/c supply & carriage of material, water supply of arrengement & curring Complete in all respact. HSR item No. 15.5 |
| 14 | Supply of RCC pannelsof required size33\"X33\" at site of work as per approved drawing& design (As per CAD Authority) |
| 15 | Fixing of RCC pannels of required size 33\"X33\" at site of work as per approved drawing & design (As per CAD Authority) |
| 16 | Supply of RCC lid of required size 27\" dia at site of workas per approved drawing& design (As peer CAD Authority) |
