Part.01.Providing Paver Block Road in Thideer Kuppam AD Street Valayavattam at Paruthikudi Panchayat Part.02.Providing Cement Concrerte Road in Gandhi Nagar AD Cross Street at Paruthikudi Panchayat Part.03.Construction of RCC Slab Culvert in Kovilpat

Amount

Part.01.Providing Paver Block Road in Thideer Kuppam AD Street Valayavattam at Paruthikudi Panchayat

Earth work excavation for foundation in all clauses of soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and boiling out water whenever necessary et complete complying with standard specification

Supplying and filling in foundations and basement with filling M sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications.

Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.

Plain Cement Concrete 1 : 2 :4 ( one part of cement, two parts of sand and four parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.

Laying Paver Block using 63mm including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete.

Supplying and erecting centering shuttering including necessary supports for plane surface and sides for kerbwall foundation

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete.

Part.02.Providing Cement Concrerte Road in Gandhi Nagar AD Cross Street at Paruthikudi Panchayat

Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.

Supplying and filling in foundations and basement with filling M sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications.

Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.

CC 1:3:6 mix using 20mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying, Compacting and watering etc., complete.

CC 1:2:4 mix using 20mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying, Compacting and watering etc., complete.

Supplying and erecting centering shuttering including necessary supports for plane surface and sides for kerbwall foundation

Plastering in CM 1:5 to 12mm thick including cost and conveyance of all materials to work site and all labour charges and other incidental charges etc., complete.

Part.03.Construction of RCC Slab Culvert in Kovilpathu AD Street at Paruthikudi Panchayat

Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.

Supplying and filling in foundations and basement with filling M sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications.

Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.

CC 1:3:6 mix using 20mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying, Compacting and watering etc., complete.

RCC 1:2:4 mix using 20 mm ISS HBG metal including cost and conveyance if all materials to site and all labour charges for mixing laying finishing and curing etc., completed.

RCC 1:11/2:3mix using 20 mm ISS HBG metal including cost and conveyance if all materials to site and all labour charges for mixing laying finishing and curing etc., completed.

Supply and fabrication of steel including cost and conveyance of steel to site and cost of binding wire including all labour charges for cutting, bending,tying and forming grills for all works

Supplying and erecting centering shuttering including necessary supports for plane surface and sides for kerbwall foundation ( Below GL)

Supplying and erecting centering shuttering including necessary supports for plane surface and sides for kerbwall foundation ( Above GL)

Part.04.Construction of RCC Slab Culvert in Thideer Kuppam AD 1st Cross Street at Paruthikudi Panchayat

Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.

Supplying and filling in foundations and basement with filling M sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications.

Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.

CC 1:3:6 mix using 20mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying, Compacting and watering etc., complete.

Providing and Laying Non Pressure RCC Pipe with Collars Jointed with Stiff Mixture of Cement Mortar Proportional of 1:2 including Testing Joint 600mm RCC Pipe and cost of labour and all other incidental charges etc.,complete.

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mildsteel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.

Below GL

Above GL

Part.05.Construction of RCC Slab Culvert in Thideer Kuppam AD 2nd Cross Street at Paruthikudi Panchayat

Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.

Supplying and filling in foundations and basement with filling M sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications.

Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.

CC 1:3:6 mix using 20mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying, Compacting and watering etc., complete.

Providing and Laying Non Pressure RCC Pipe with Collars Jointed with Stiff Mixture of Cement Mortar Proportional of 1:2 including Testing Joint 600mm RCC Pipe and cost of labour and all other incidental charges etc.,complete.

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mildsteel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.

Below GL

Gravil Filling

Part.06.Providing Cement Concrerte Road in Thirukalithattai AD Street at Paruthikudi Panchayat

Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.

Supplying and filling in foundations and basement with filling M sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications.

Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.

CC 1:3:6 mix using 20mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying, Compacting and watering etc., complete.

CC 1:2:4 mix using 20mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying, Compacting and watering etc., complete.

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mildsteel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.

Below GL

Plastering in CM 1:5 to 12mm thick including cost and conveyance of all materials to work site and all labour charges and other incidental charges etc., complete.

Provision for Name Board

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}

Sagadevan Palanivelu

PUGAL PRABA ENTERPRISES