Name of Work : Routine Mainetenance of work Karanjkheda To Pipliya road taluka Chikhaldara in Dist. Amaravti
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
32000
Sqm
2
2
Excavation 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.
345.6
Cum
3
3
Watering and compacting the Embakment formed of material obtained from the road cutting departmental land or other soures within in a lead of 50 mafter after laying them layers of 20 cm to 30 cm with 3% camber and design superelevation etc.complete( compaction with power roller )
345.6
Cum
4
4
Maintenance of earthen shoulder ( filling with fresh selected soil ) Making up loss of material / irregularities on shoulder to the designievel by adding fresh approved selected soil and compacting it with apropriate equipment at OMC upto a lead of 1000 m as per techinical specification clause 1900
320
Sqm
5
5
Maintenance of Earthen shoulder ( stripping of excess soil ) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and technical specification clause 1900
320
Sqm
6
6
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (using 60-70 bulk bitumen) With ,
480
Sqm
7
7
Providing, 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. (I.No. 5.9- II (i) / P.No. 28) (using 60-70 bulk bitumen) with Including Tack Coat
480
Sqm
8
8
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 . (Item No. 5.12-II (ii) / P.No. 29) (using 60-70 bulk bitumen) Premix seal coat
480
Sqm
9
9
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 KM stone
9
No
10
10
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 M stone
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