| Work Name:RKI 2020-21 (Sl.No.375) Vengavilapady Kuthiramukku road in EzhamkulamGP | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | road concreting | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | od1071032/2020_2021 : Surface dressing of the ground including removing vegetation and in-equalities<br>not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to<br>1.5 m., All kinds of soil<br> | BI01010001010000000000000515BI0100001114 | 720 | per sqm |
| 3 | 1.002 | 3.5.2 : Excavation in Soil with Dozer with lead upto 100 m\t\t\t<br>\nExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | BI01010001010000000000000515BI0100001115 | 165 | cum |
| 4 | 1.003 | od1071033/2020_2021 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork ,spreading the concrete ,compacted using needle vibrator and finished in continuous operation including provision of curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and Technical Specifications clause 1501.(modified 6.4) with form work | BI01010001010000000000000515BI0100001116 | 139.5 | cum |
| 5 | 1.004 | od1071049/2020_2021 : Construction of plain c.c pavement(Without Form work),thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade,coarse and fine aggregates confirming to IS 383,maximum size of coarse aggregate not exceeding 25mm,mixed in a concrete mixer of not less than 0.2m3 capacity and approximate weigh batcher using approved mix design.laid in approved fixed side form work wedges. steel plates including leveling the form work ,spreading the concrete compacted using needle vibrators and finished in continuous operation including provision of curing of concrete slabs for 14 days and water finishing to lines and grades as per drawing and Technical Specification clause 1501. | BI01010001010000000000000515BI0100001117 | 26.25 | cum |
| 6 | 1.005 | 10.4.A.1 : Direction and Place Identification signs with size more than 0.9 sqm size board\t<br>\t\t\nA.\tRetro-reflectorised Traffic Signs\t\t<br>\n1\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 mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 | BI01010001010000000000000515BI0100001118 | 1 | sqm |
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