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| 1 | 1. Providing Interlocking Concrete Block Pavement at Therukku Theru Parappanamedu Habitationin Parappanamedu Panchayat. Km (0/040) |
| 2 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 3 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 4 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 5 | CC 1:2:4 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 6 | 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). |
| 7 | 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 andTechnical specification clause 1504. |
| 8 | Collection of Supply of Gritty Gravel from appd quarry including cost and conveyance of all labour charges |
| 9 | Provision for name board |
| 10 | 2.Providing Interlocking Concrete Block Pavement at Mannai Salai Thatti Theru Parappanamedu Habitationin Parappanamedu Panchayat. Km (0/050) |
| 11 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 12 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 13 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 14 | CC 1:2:4 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 15 | 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). |
| 16 | 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 andTechnical specification clause 1504. |
| 17 | Collection of Supply of Gritty Gravel from appd quarry including cost and conveyance of all labour charges |
| 18 | Provision for name board |
| 19 | 3 .Providing Interlocking Concrete Block Pavement at PUE School Road and Campusin Parappanamedu Panchayat. Km (0/062) |
| 20 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 21 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 22 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 23 | CC 1:2:4 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 24 | 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). |
| 25 | 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 andTechnical specification clause 1504. |
| 26 | Collection of Supply of Gritty Gravel from appd quarry including cost and conveyance of all labour charges |
| 27 | Provision for name board |
| 28 | 4 .Providing Interlocking Concrete Block Pavement with Pipe Culvert at Amman Nagar in Kondaiyar Habitationin ParappanameduPanchayat. Km (0/070) |
| 29 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 30 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 31 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 32 | CC 1:2:4 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 33 | 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). |
| 34 | 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 andTechnical specification clause 1504. |
| 35 | Collection of Supply of Gritty Gravel from appd quarry including cost and conveyance of all labour charges |
| 36 | Construciton of Pipe Culvert at Amman Nagar Paver Block Road(Sub Estimate) |
| 37 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 38 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 39 | Cement concrete 1 :4 : 8mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.Cement concrete 1 :4 : 8mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 40 | Cement concrete 1 : 3: 6mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 41 | Supplying and erection of centering for retaining wall and bathing ghatincluding cost and conveyance of all material and all labour charges etc, complete |
| 42 | Providing and laying reinforced cement concrete pipe 900 mm dia culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (NP3 Pipe) |
| 43 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer. |
| 44 | Provsion for Name Board |
| 45 | 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} |
