Renewal work of roads Tarasewaniya to Chandu khedi Road, NH 12 to Berkheda Bonder Forensic lab Road and Beenapur, matabedri, Devpur Shapur Road, Bhopal (Total length 11.20 KM)

Schedule of Item

Renewal work of roads Tarasewaniya to Chandu khedi Road, NH 12 to Berkheda Bonder Forensic lab Road and Beenapur, matabedri, Devpur Shapur Road, Bhopal (Total length 11.20 KM)

Tarasewaniya to Chandu khedi Road, Bhopal (Length-2.70 Km)

NH 12 to Berkheda Bonder Forensic lab Road, Bhopal (Length-1.70 km)

Total

SUB ENGINEER

PWD JAIL SUB DIVISION No-1

BHOPAL

Beenapur, Matabedri, Devpur Shapur Road, Bhopal (Length-6.80 km)

(ii) For 37.5 mm maximum size

A Hard Shoulder (CBR value >12)

SOR 5.3 (ii)

(ii) [email protected] kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)

Using Drum Mix Plant of appropriate capacity.

(iv)for Grading-II (30-40 mm thickness) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30)

a) 300 mm Dia

b) 600 mm Dia

iV) 60 cm equilateral tringle

X)80 mm x 60 mm rectangular

meter

(i) Single Row for one utility service

lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to minimum ASTM D4280 and also meet all the testing conditions of ASTM D4280 listed for RPM (Raised Pavement Marker). The testing and test report shall be as per IRC 35 clause 5.1.2. The speed arrester should be fixed to the road surface using the adhesive recommended by the manufacturer. The length, height and width of the body shall not be less than 150 mm, 9 mm and 90 mm with a tolerance of +/-1 mm. The marker shall support a load of 30000 Kg tested in accordance with ASTM D4280. The area of each side of micro prismatic reflective lensshall not be less than 15.0 sq.cm. The slope or retro – reflective surface shall be 25 + 2 degree to base. It should have one Shank of not less than 25 mm diameter and not less than 40 mm length molded with the body for anchorage. The certificate confirming to initial CIL value for reflective lens not less than 125 for red lens, 250 for yellow lens & 400 for white lens at 0° entrance and 0.2° observation angle as per ASTM D4280 shall be provided for better visibility & improving road safety for commuters.

Providing fixing and erecting/Pre-cast RCC information board including reinforcement with RCC M25 Posts (2 Nos) of size 150 x150x3300 mm RCC M-25 plate of size 1300x900 x 50mm the post shall be with groove at top of size 900x60x40mm. So that the plate is fixed inside it. Both posts are fixed jointly with M-15 concrete of size 600x1500x750 excavation in all types of soil including painting of Post and plate with synthetic enamel paint in all shades and also including providing and fixing High Intensity micro Prismatic retro reflective sheeting (Type IV) 50 mm wide around both side of the board and two places in each post (Preferably at 30cm and 150 cm respectively above road level) All work shall be as per MORT&H specifications and as per drawing including all material, labour, lead and lift. T&P etc. complete.

The maintenance of all type of drains including erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification including all material, labour, etc. complete.

Total

Say in Lakhs

SUB ENGINEER

PWD JAIL SUB DIVISION No-1

BHOPAL

Schedule for Tarasewaniya to Chandu khedi Road, Bhopal l Length-2.7km

(ii) For 37.5 mm maximum size

A Hard Shoulder (CBR value >12)

SOR 5.3 (ii)

(ii) [email protected] kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)

Using Drum Mix Plant of appropriate capacity.

(iv)for Grading-II (30-40 mm thickness) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30)

a) 300 mm Dia

b) 600 mm Dia

iV) 60 cm equilateral tringle

X)80 mm x 60 mm rectangular

meter

(i) Single Row for one utility service

lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to minimum ASTM D4280 and also meet all the testing conditions of ASTM D4280 listed for RPM (Raised Pavement Marker). The testing and test report shall be as per IRC 35 clause 5.1.2. The speed arrester should be fixed to the road surface using the adhesive recommended by the manufacturer. The length, height and width of the body shall not be less than 150 mm, 9 mm and 90 mm with a tolerance of +/-1 mm. The marker shall support a load of 30000 Kg tested in accordance with ASTM D4280. The area of each side of micro prismatic reflective lensshall not be less than 15.0 sq.cm. The slope or retro – reflective surface shall be 25 + 2 degree to base. It should have one Shank of not less than 25 mm diameter and not less than 40 mm length molded with the body for anchorage. The certificate confirming to initial CIL value for reflective lens not less than 125 for red lens, 250 for yellow lens & 400 for white lens at 0° entrance and 0.2° observation angle as per ASTM D4280 shall be provided for better visibility & improving road safety for commuters.

Providing fixing and erecting/Pre-cast RCC information board including reinforcement with RCC M25 Posts (2 Nos) of size 150 x150x3300 mm RCC M-25 plate of size 1300x900 x 50mm the post shall be with groove at top of size 900x60x40mm. So that the plate is fixed inside it. Both posts are fixed jointly with M-15 concrete of size 600x1500x750 excavation in all types of soil including painting of Post and plate with synthetic enamel paint in all shades and also including providing and fixing High Intensity micro Prismatic retro reflective sheeting (Type IV) 50 mm wide around both side of the board and two places in each post (Preferably at 30cm and 150 cm respectively above road level) All work shall be as per MORT&H specifications and as per drawing including all material, labour, lead and lift. T&P etc. complete.

The maintenance of all type of drains including erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification including all material, labour, etc. complete.

Total

Say in Lakhs

SUB ENGINEER

PWD JAIL SUB DIVISION No-1

BHOPAL

PWD MAINTENANCE DIVISION No. 2

(ii) For 37.5 mm maximum size

A Hard Shoulder (CBR value >12)

SOR 5.3 (ii)

(ii) [email protected] kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)

Using Drum Mix Plant of appropriate capacity.

(iv)for Grading-II (30-40 mm thickness) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30)

a) 300 mm Dia

b) 600 mm Dia

iV) 60 cm equilateral tringle

X)80 mm x 60 mm rectangular

meter

lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to minimum ASTM D4280 and also meet all the testing conditions of ASTM D4280 listed for RPM (Raised Pavement Marker). The testing and test report shall be as per IRC 35 clause 5.1.2. The speed arrester should be fixed to the road surface using the adhesive recommended by the manufacturer. The length, height and width of the body shall not be less than 150 mm, 9 mm and 90 mm with a tolerance of +/-1 mm. The marker shall support a load of 30000 Kg tested in accordance with ASTM D4280. The area of each side of micro prismatic reflective lensshall not be less than 15.0 sq.cm. The slope or retro – reflective surface shall be 25 + 2 degree to base. It should have one Shank of not less than 25 mm diameter and not less than 40 mm length molded with the body for anchorage. The certificate confirming to initial CIL value for reflective lens not less than 125 for red lens, 250 for yellow lens & 400 for white lens at 0° entrance and 0.2° observation angle as per ASTM D4280 shall be provided for better visibility & improving road safety for commuters.

Providing fixing and erecting/Pre-cast RCC information board including reinforcement with RCC M25 Posts (2 Nos) of size 150 x150x3300 mm RCC M-25 plate of size 1300x900 x 50mm the post shall be with groove at top of size 900x60x40mm. So that the plate is fixed inside it. Both posts are fixed jointly with M-15 concrete of size 600x1500x750 excavation in all types of soil including painting of Post and plate with synthetic enamel paint in all shades and also including providing and fixing High Intensity micro Prismatic retro reflective sheeting (Type IV) 50 mm wide around both side of the board and two places in each post (Preferably at 30cm and 150 cm respectively above road level) All work shall be as per MORT&H specifications and as per drawing including all material, labour, lead and lift. T&P etc. complete.

The maintenance of all type of drains including erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification including all material, labour, etc. complete.

Total

Say in Lakhs

SUB ENGINEER

PWD JAIL SUB DIVISION No-1

BHOPAL