Providing 5 No.of Cement Concrete Roads in Enadur Panchayat at Walajabad Panchayat Union of Kancheepuram District at Package No.TNKPM 42/2023-24 (IAF) Under IAF (Peri Urban) - 2023-24

Amount

Part I : Providing Cement Concrete Road to Bajanai koil street in Enadur Panchayat

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,.

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

Towards the labour charges for centering the C.C.Works including all other labour charges etc, complete.

C.C. 1:4:8. Mix using 40MM ISS HBG metal including cost and conveyance and all other labour charges etc,complete.

C.C. 1:2:4. Mix using 20MM ISS HBG metal including cost and conveyance and all other labour charges etc,complete.

Towards the cost and supply of 12mm thichness of Bituminous Pad etc, complete.

Part II : Providing Cement Concrete Road to School street in Kattavakkam at Enadur Panchayat

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,.

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

Towards the labour charges for centering the C.C.Works including all other labour charges etc, complete.

C.C. 1:4:8. Mix using 40MM ISS HBG metal including cost and conveyance and all other labour charges etc,complete.

C.C. 1:2:4. Mix using 20MM ISS HBG metal including cost and conveyance and all other labour charges etc,complete.

Towards the cost and supply of 12mm thichness of Bituminous Pad etc, complete.

Part III : Providing Cement Concrete Road to Perumal koil street in Chettiyarpettai at Enadur Panchayat

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,.

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

Towards the labour charges for centering the C.C.Works including all other labour charges etc, complete.

C.C. 1:4:8. Mix using 40MM ISS HBG metal including cost and conveyance and all other labour charges etc,complete.

C.C. 1:2:4. Mix using 20MM ISS HBG metal including cost and conveyance and all other labour charges etc,complete.

Towards the cost and supply of 12mm thichness of Bituminous Pad etc, complete.

Part IV :Providing Cement Concrete Road to Irular colony street in Enadur Panchayat

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,.

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

Towards the labour charges for centering the C.C.Works including all other labour charges etc, complete.

C.C. 1:4:8. Mix using 40MM ISS HBG metal including cost and conveyance and all other labour charges etc,complete.

C.C. 1:2:4. Mix using 20MM ISS HBG metal including cost and conveyance and all other labour charges etc,complete.

Towards the cost and supply of 12mm thichness of Bituminous Pad etc, complete.

Part V :Providing Cement Concrete Road to Thepanjiyamman kovil street in Enadur Panchayat

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,.

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

Towards the labour charges for centering the C.C.Works including all other labour charges etc, complete.

C.C. 1:4:8. Mix using 40MM ISS HBG metal including cost and conveyance and all other labour charges etc,complete.

C.C. 1:2:4. Mix using 20MM ISS HBG metal including cost and conveyance and all other labour charges etc,complete.

Towards the cost and supply of 12mm thichness of Bituminous Pad etc, complete.

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

RMDCONSTRUCTIONS