Krishnagiri dt Veppanapalli block AGAMT II 2024-2025 Providing CC Pavement fpr approach Road to Mettupalaiyam Burial Ground (30M), EPL (165M) with Sintex Tank at Mettupalaiyam H/o Sigaramaganapalli Package No VNP10

Amount

1. Providing CC Pavement fpr approach Road to Mettupalaiyam Burial Ground (30M), EPL (165M) with Sintex Tank at Mettupalaiyam H/o Sigaramaganapalli Estimate Amount: Rs.206000/

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. Earthwork

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. Kerb wall

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick.,

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

Plain Cement concrete 1:3:6 (one Cement, two M.Sand and four hard broken stone jelly) using 20mm Jelly for wearing coat including laying, compacting, finishing and curring, etc., complete as standard specifications and as directed by the department officers

Plain Cement Concrete 1:2:4 (one cement, two M.Sand and Four hard broken jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curring, etc., complete as per standard specification and as directed by the departmental Officers

Provison for Bitumen pad 20 mm thick

Provision for dummy duct pipes 75mm dia PVC Pipe

Provision for End cap

Provision for Writing Name board Charges

Provision for Photographic charges

Earthwork excavation for foundation in all soils and sub soils to full depthetc., ordinary soil complete Pipe Trench

Refilling in Foundation and basement with Excavated earth in layer of not more than 15cm thick

Towards supply, cost, laying of GI/ PVC pipes & Specials and Electrical items including all cost and conveyance etc., all complete 63 PVC Pipe including laying and jointing, 4KSC

2" PVC Elbow

2" PVC Tee

2" PVC End Cap

Providing sintex tank with Pedestal

2. Providing CC Pavement for Approach Road to Konganapalli Burial Ground (70M) H/o Sigaramaganapalli Estimate Amount: Rs.300000/-

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. Earthwork

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. Kerb wall

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick.,

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

Plain Cement concrete 1:3:6 (one Cement, two M.Sand and four hard broken stone jelly) using 20mm Jelly for wearing coat including laying, compacting, finishing and curring, etc., complete as standard specifications and as directed by the department officers

Plain Cement Concrete 1:2:4 (one cement, two M.Sand and Four hard broken jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curring, etc., complete as per standard specification and as directed by the departmental Officers

Provison for Bitumen pad 20 mm thick

Provision for dummy duct pipes 75mm dia PVC Pipe

Provision for End cap

Provision for Writing Name board Charges

Provision for Photographic charges

3. Providing Paver block in 2nd Street Narayanappa House to Srinivasan house at Konganapalli AD Colony (50M) H/o Sigaramaganapalli Estimate Amount: Rs.216000/-

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. Paver Block Portion

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. Kerb wall

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick.,

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

Plain Cement concrete 1:3:6 (one Cement, two M.Sand and four hard broken stone jelly) using 20mm Jelly for wearing coat including laying, compacting, finishing and curring, etc., complete as standard specifications and as directed by the department officers

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 M.Sand layer of 25 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.

Supply and Fixing of 75mm PVC pipe with specials including cost of Materials and Laying charges etc Complete 75mm PVC pipe (4 KSC)

Provison For End Cap

Provision for Writing Name board Charges

Provision for Photographic charges

4. Providing Paver block in 1st Street From Subramani house to Suguna house at Tottakanavai (125M) H/o Sigaramaganapalli Estimate Amount: Rs.529000/-

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. Paver Block Portion

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. Kerb wall

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick.,

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

Plain Cement concrete 1:3:6 (one Cement, two M.Sand and four hard broken stone jelly) using 20mm Jelly for wearing coat including laying, compacting, finishing and curring, etc., complete as standard specifications and as directed by the department officers

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 M.Sand layer of 25 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.

Supply and Fixing of 75mm PVC pipe with specials including cost of Materials and Laying charges etc Complete 75mm PVC pipe (4 KSC)

Provison For End Cap

Provision for Writing Name board Charges

Provision for Photographic charges

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}

JAYAKUMAR NAGAMANI