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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance 2 138 MUTHALIYAR STREET VADAKKUPATTU AMODR TIRUVALLUR | TIRUVALLUR | TIRUVALLUR | TAMIL NADU | 601204 | Admitted-Finance |
| 3 | Rejected-Technical CHENNAI | CHENNAI | TAMIL NADU | 600001 | Rejected-Technical All Documents are not Submitted |
| 4 | Rejected-Technical NO 216 THONDAIMANVIDUTHI PUDUKKOTTAI | PUDUKKOTTAI | TAMIL NADU | 613301 | Rejected-Technical All Documents are not Submitted |
| 5 | Rejected-Technical NO 137 TRICHY MAIN ROAD PIDAGAM POST VILLUPURAM TK 605 401 | VILLUPURAM | VILLUPURAM | TAMIL NADU | 605401 | Rejected-Technical All Documents are not Submitted |
Tender Value
₹96.0 L
EMD Value
₹96,000
Closing Date
29 Jul 2022, 3:00 pmClosed
Project Director,
DRDA, Pudukkottai
Providing Interlocking CC Paver blocks and other improvements to the Streets and Lanes _26 nos. in AGAMT-II-2021-22 Village panchayats of Pudukkottai Block in Pudukkottai District in Package no.49
2022_RDTN_242361_1
PUDUKKOTTAI DISTRICT - AGAMT II - 2021-2022
Open Tender
Civil Works
Item Rate
180 days
PUDUKKOTTAI
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹96,000
26 Sept 2022
18 Jul 2022
29 Jul 2022
18 Jul 2022
29 Jul 2022
18 Jul 2022
Amount
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Provision for Rcc Pipe 600mm dia
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Sand filling with M- sand including cost and conveyance of all meterials to site and all labour charges etec.complete
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
Provision of Bitumen Tar Pad inculuding cost of conveyance of all materials to Work site and all labour charges etc.completed
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
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)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
supplying of RCC 900mm dia pipe
Laying and fixing charges RCC pipes of 600mm dia pipes
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Sand filling with M- sand including cost and conveyance of all meterials to site and all labour charges etec.complete
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
Provision of Bitumen Tar Pad inculuding cost of conveyance of all materials to Work site and all labour charges etc.completed
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Sand filling with M- sand including cost and conveyance of all meterials to site and all labour charges etec.complete
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
Provision of Bitumen Tar Pad inculuding cost of conveyance of all materials to Work site and all labour charges etc.completed
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Sand filling with M- sand including cost and conveyance of all meterials to site and all labour charges etec.complete
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
Provision of Bitumen Tar Pad inculuding cost of conveyance of all materials to Work site and all labour charges etc.completed
Provision for 600mm dia RCC Pipe & collor etc completed
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Sand filling with M- sand including cost and conveyance of all meterials to site and all labour charges etec.complete
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:3:6 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
Provision of Bitumen Tar Pad inculuding cost of conveyance of all materials to Work site and all labour charges etc.completed
supplying of RCC 900mm dia pipe
Supplying and filling Gravel including cost and conveyance of gravel at site and all labour charges for filling etc completed
Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS20 B for narrow foundation.
Sand filling with M- sand including cost and conveyance of all meterials to site and all labour charges etec.complete
Cement concrete 1:4:8 mix using 40mm ISS metal including including cost and conveyance and all labour charges etc,
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:2:4 mix using 20mm ISS metal including including cost and conveyance and all labour charges etc,
Provision of Bitumen Tar Pad inculuding cost of conveyance of all materials to Work site and all labour charges etc.completed
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
V ANANDHAN
Bidder Name
SV PERUMAL
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