Work Name:CMLRRP-KONDOTTY LAC-CHERUKAVU GP-NEELATTUKUNI MANOLI ROAD (Second phase- SL no 243)
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
road work
BI01010001010000000000000515BI0100001113
2
1.001
od716722/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203-(MODIFIED FROM 11.4.3.1)<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4)
BI01010001010000000000000515BI0100001114
56.325
cum
3
1.002
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
BI01010001010000000000000515BI0100001115
0.363
tonne
4
1.003
13.1.1.1 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I.R.C.C grade M 20(i)For nominal mix 1:2:4
BI01010001010000000000000515BI0100001116
3.825
cum
5
1.004
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
BI01010001010000000000000515BI0100001117
4.2
cum
6
1.005
od716723/2020_2021 : DRY RUBBLE MASONRY _ Dry rubble without 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
BI01010001010000000000000515BI0100001118
133.36
cum
7
1.006
od716724/2020_2021 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade(modified from DAR 51.2.3)
BI01010001010000000000000515BI0100001119
37.55
cum
8
1.007
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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