| 1 | 1 | ROAD CONCRETING | BI01010001010000000000000515BI0100001113 | | |
|---|
| 2 | 1.001 | 3.15.2 : Compacting Original Ground<br>\n(ii) Compacting original ground supporting subgrade<br>\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | BI01010001010000000000000515BI0100001114 | 92.4 | cum |
|---|
| 3 | 1.002 | od166923/2019_2020 : Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803,1202&1203 P.C.C grade M10<br>(1)Nominal mix 1:4:8 | BI01010001010000000000000515BI0100001115 | 39.6 | cum |
|---|
| 4 | 1.003 | od166924/2019_2020 : Providing concrete for plain /reinforced concrete in open foundation completes as per drawing and technical specification clause 802,803,1202&1203 P.C.C Grade M 20 (1:2:4)<br>(1) Nominal mix | BI01010001010000000000000515BI0100001116 | 29.7 | cum |
|---|
| 5 | 1.004 | od166925/2019_2020 : Dry Rubble Masonry-dry Rubble with out concrete levelling Course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.Complete as per direction of departmental officers at site | BI01010001010000000000000515BI0100001117 | 36.875 | cum |
|---|
| 6 | 1.005 | 9.1.1 : Excavation for StructuresEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.I. Ordinary soil(i) Upto 3 m depth | BI01010001010000000000000515BI0100001118 | 7.2 | cum |
|---|
| 7 | 1.006 | 9.2.1 : Bedding for Pipe (i)Type A (Concrete Cradle) BeddingLaying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) | BI01010001010000000000000515BI0100001119 | 0.81 | cum |
|---|
| 8 | 1.007 | 9.3.C : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C)750 mm dia | BI01010001010000000000000515BI0100001120 | 6 | metre |
|---|
| 9 | 1.008 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001121 | 4.32 | cum |
|---|
| 10 | 1.009 | 12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001122 | 9 | cum |
|---|
| 11 | 1.01 | 3.4 : Construction of Embankment with Material Obtained from Borrow Pits\t<br>\t\t\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001123 | 70 | cum |
|---|
| 12 | 1.011 | od166981/2019_2020 : Providing nameboard of size 0.75mx0.60m using 40x40x1.6 mm GI pipe,0.50 mm thick MS sheet,steel work ,painting ,lettering etc complete | BI01010001010000000000000515BI0100001124 | 1 | each |
|---|
