19650 Annual Plan-DPT TSR 2024 - 25 - CONSTRUCTION AND RELATED WORKS OF KARIYANNUR THODU - BRIDGE - ERUMAPPETTY DIVISION, ERUMAPPETTY GP - WADAKANCHERY BP (Pro.No.S0088/2025)-IN WADAKANCHERY BP-General Civil Work

Amount

CULVERT

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation 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

OD49427/2024-2025:Rough stone dry packing for aprons & revetments including all labour, material, and conveyance charges etc complete

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6

12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

OD92994/2024-2025:DRY RUBBLE MASONRY _ with hard stone, in foundation and superstrucure including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete. as per aproved drawing and relevent technical specification (modified 75.7.1 )

OD50820/2024-2025:Filling available excavated earth in trenches,plinths,sides of foundations etc.in layers not exceeding 20cm in depth,consolidating esch deposited layer by rammimg and watering ,lead up to 50 meter and lift up to 1.5m

4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

OD170417/2024-2025:Supplying and fixing 18 mm thick granite name board of any colour including lettering , labour for fixing, carriage etc complete

VIPIN P L

Bidder Name

ASOKAN

VIPIN P L