| 1 | 1 | Earth work in excavation by Mechanical Means ( Hydraullic excavator ) over areas ( exceeding 30 cm in depth, , 1.5 m in width, as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 mtr and lift upto1.5 mtr incl. dewatering involved at site during executuion disposed earth to be leveled and neatly dressed. ( All kind of soil) | BI01010001010000000000000515BI0100001113 | 2083.6 | Cum |
|---|
| 2 | 2 | Earth work in rough excavation , banking excavated earth in layers not exceeding 20cm in depth , breaking clods watering rolling each layer half tonne roller or wooden or steel rammers and rolling every third and top-most layer with power roller of minnimum 8 tones and dressing up in embankements for roads, flood bank marginal bank and guide banks for filing up ground depressions lead upto 50mtr and lift upto 1.5mtr. in. Incl ramming , Watering, Dressing | BI01010001010000000000000515BI0100001114 | 5846.4 | Cum |
|---|
| 3 | 3 | Dry stone pitching (any thickness) excluding cost of stones on Side Slopes | BI01010001010000000000000515BI0100001115 | 185.17 | cum |
|---|
| 4 | 4 | Hand packing stones into wire crates excluding cost of stones and crates | BI01010001010000000000000515BI0100001116 | 664.01 | Cum |
|---|
| 5 | 5 | providing and laying in position cement concrete of specified garde ,excl. the cost of centreing ,& shuttering , all work upto Plinth Level 1:2:4 ( 1 cement : 2 Coarse sand : 4 Graded stone) aggregate 40 mm nominal size Crushed | BI01010001010000000000000515BI0100001117 | 40.78 | Cum |
|---|
| 6 | 6 | Centering/ Shuttering including strutting ,propping etc. And removal of formwork Retaining Walls Return Walls, walls any thickness including attached plasters , Buttresses, Plinth and string course etc Foundations , Footings bases of columns for mass concrete. | BI01010001010000000000000515BI0100001118 | 119.12 | Sqm |
|---|
| 7 | 7 | Supply of stones Quarry | BI01010001010000000000000515BI0100001120 | 840.18 | Cum |
|---|
| 8 | 8 | Filling available excavated earth (Excluding Rock ) in Trenches , Plinth sides of foundation etc layeres not exceeding 20 cm in depth consildating each depoisted layer by ramming and watering lead upto 50 m and lift upto 1.50 | BI01010001010000000000000515BI0100001120 | 354.96 | Cum |
|---|
| 9 | 9 | Carriage of Stones avg. 05 Kms by MT and Avg. 50 mtrs by H.L. | BI01010001010000000000000515BI0100001123 | 840.18 | Cum |
|---|
| 10 | 9.01 | Carriage of Agg. avg. 18 Kms by MT and Avg. 50 mtrs by H.L. | BI01010001010000000000000515BI0100001125 | 36.7 | Cum |
|---|
| 11 | 9.02 | Carriage of Sand avg. 12 Kms by MT and Avg. 50 mtrs by H.L. | BI01010001010000000000000515BI0100001127 | 18.35 | Cum |
|---|
| 12 | 9.03 | Carriage of Cement avg. 05 Kms by MT and Avg. 50 mtrs by H.L. | BI01010001010000000000000515BI0100001126 | 13.04 | MT |
|---|
| 13 | 9.04 | Carriage of Crates avg. 10 kms by MT and avg. 50 mtrs by HL | BI01010001010000000000000515BI0100001127 | 6.38 | MT |
|---|
