| 1 | 1 | RUBBLE MAINTANACE | BI01010001010000000000000515BI0100001113 | | |
|---|
| 2 | 1.001 | od1115392/2020_2021 : DRY RUBBLE MASONRY-Dry rubble without concrete levelling course masonry with good quality rubble including packing to compactness to lines and levels cost and conveyance of all materials charges etc.complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001114 | 10.8 | cum |
|---|
| 3 | 1.002 | od1115393/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4)modified item 11.4.3.1 | BI01010001010000000000000515BI0100001115 | 0.3 | cum |
|---|
| 4 | 1.003 | od1115394/2020_2021 : construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreding, grading to required slope and compacted to meet required height ans as per technical specification Kuttanadu thaluk-subgrade | BI01010001010000000000000515BI0100001116 | 8.64 | cum |
|---|
| 5 | 1.004 | od1115395/2020_2021 : Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck,<br>spreading in layers, leveling the top at site and consolidation by ramming, etc<br>complete for improving the CBR value of subgrade kuttanadu taluk | BI01010001010000000000000515BI0100001117 | 108.75 | cum |
|---|
| 6 | 1.005 | od1115396/2020_2021 : Construction of Subgrade and Earthen Shoulders<br><br>Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.kuttanadu Thaluk | BI01010001010000000000000515BI0100001118 | 117.375 | cum |
|---|
| 7 | 1.006 | 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.\t\t<br>\t\nBy Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001119 | 108.75 | cum |
|---|
| 8 | 1.007 | 75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001120 | 725 | sqm |
|---|
| 9 | 1.008 | 75.5.2.3pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001121 | 725 | sqm |
|---|
| 10 | 1.009 | 75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br>\t\t\t\t\t\t\t\t\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.\t\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001122 | 725 | sqm |
|---|
| 11 | 1.01 | 75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001123 | 725 | sqm |
|---|
| 12 | 1.011 | 10.4.A.2 : Direction and Place Identification signs with size more than 0.9 sqm size board<br>\nA. Retro-reflectorised Traffic Signs <br>2\tProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001124 | 1 | sqm |
|---|
