| 1 | 1 | Dressing bed and preparation of sub-grade for lining HSR item No. 19.1 | BI01010001010000000000000515BI0100001118 | 344.19 | Sqm. |
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| 2 | 2 | Supply of 100 micron thick polythene sheet to be laid under bed lining as per approved drawing & design section (As per CAD Authority) NS. | BI01010001010000000000000515BI0100001119 | 32 | Kg |
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| 3 | 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. | BI01010001010000000000000515BI0100001120 | 344.19 | Sqm. |
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| 4 | 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 | BI01010001010000000000000515BI0100001121 | 344.19 | Sqm |
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| 5 | 5 | Laying 1st class brick work in 1:5 cement sand mortar in foundation and plinth as per approved design,drawing & PWD Specificationi/c supply & carriage of material Complete in all respact. HSR item No. 11.3 | BI01010001010000000000000515BI0100001122 | 50.07 | cum |
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| 6 | 6 | E/Work in excavation 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) | BI01010001010000000000000515BI0100001123 | 6.7 | %cum |
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| 7 | 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) | BI01010001010000000000000515BI0100001124 | 32.71 | %Cum |
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| 8 | 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) | BI01010001010000000000000515BI0100001125 | 38.84 | %Cum |
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| 9 | 9 | 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 | BI01010001010000000000000515BI0100001126 | 1.81 | Cum |
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| 10 | 10 | Laying 1st class brick work in 1:3 cement sand mortar in 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 | BI01010001010000000000000515BI0100001127 | 1.24 | Cum |
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| 11 | 11 | 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) | BI01010001010000000000000515BI0100001128 | 1.24 | Cum |
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| 12 | 12 | 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 | BI01010001010000000000000515BI0100001129 | 91.31 | Sqm. |
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| 13 | 13 | Supply of RCC pannels of required size 27\"X27\" at site of work as per approved drawing & design (As per CAD Authority) | BI01010001010000000000000515BI0100001130 | 8 | Nos. |
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| 14 | 14 | Fixing of RCC pannels of required size 27\"x27\" at site of work as per approved drawing & design (As per CAD Authority) | BI01010001010000000000000515BI0100001131 | 8 | Nos. |
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| 15 | 15 | Supply of RCC lid of required size 21\" dia at site of work as per approved drawing & design (As peer CAD Authority) | BI01010001010000000000000515BI0100001132 | 5 | Nos. |
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