NIT NO. 324/Durg(Durg)/2026

Road Safty Work of Variou's Road Under P.W.D. Durg Division Durg

UNDER SUB -DIV .NO -01 Malviya Nagar Chowk To Jail Tiraha Road ,Anjora Thanod Kolihapuri Road ,Thanod MuktidhamRoad, Thanod MuktidhamRoad ,Birejhar Bhata Road,Hanoda To Khamhariya Road,Chankhuri , Bus StandToNadi Road, Utai Khopali Machandur Road , Station maroda to Umarpoti , Borsi Dhanora Utai Road, Anda -Funda Road UNDER SUB -DIV . NO -02 Durg -Jalbandha Road , Borai -Khusidihi Khursul Road , Damoda - temari Road , Nankatti -daniya Bori litiya Road ,Dhamdha - Gandai Road , Devkar Ghota Jalbandha Road , Dhamdhja Ronda Antariya Khairagarh Road , Indranagar Junwani Road , Kanchandur - Dair Road , Samoda -karanja Bhilai Road,Durg-Dhamdha-Bemetara Road UNDER SUB -DIV . NO -03 Junwani-kohka-kurud Road UNDER SUB -DIV . PATAN Pahua nala Road , Minimata- Anda Road

PAC Rs. In LACS = 79.64

S No Item No. Particular Qty Unit Rate Amount

1 R-SOR It-5.2 (i) Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (i) Bituminous surface @ 0.25 kg /Sqm 1433.75 Sqm. 15.00 21506.00

9 R-SOR It - 5.4 Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)

With mechanical paver finisher

for Grading-II(26.5 mm nominal size bitumen content 4.50%) 51.96 Cum. 7916.00 411310.00

R-SOR It - 5.5 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)

B With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 % 51.96 cum. 9812.00 509825.00

R-SOR It - 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)

R-SOR It - 8.4 Retro- reflectrorized Traffic signs as per Clause 801 Providing and fixing of retro-reflectrorized cautionary, mandatory and informatory sign digitally printed over retroreflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to weather effect as per clause 6 of IRC:67-2022 made of retro reflective type sheeting fixed over Aluminum / Aluminium Composite Material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm as per approved drawing and painting all components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted wit 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022) (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.)

With Aluminium Sheeting

Made of Class-C Micro Prismatic Grade Sheeting of Type XI confirming to Table 6.9 of IRC:67-2022 (for National Highways & State Highways)

With Aluminium Sheeting of 2mm thickness

(a) 900 mm equilateral triangle 80 EACH 6038.00 483040.00

(viii) 900 mm circular 80 EACH 9656.00 772480.00

(vi) 900 mm high octagon 40 EACH 10111.00 404440.00

B Made of Class-B High Intensity Micro Prismatic Grade Sheeting Of Type IV (for MDR)

(a) With Aluminium Sheeting of 2 mm thickness

(i) 900 mm equilateral triangle 80 EACH 4631.00 370480.00

(v) 750 mm circular 80 EACH 5369.00 429520.00

(iii) 900 mm high octagon 40 EACH 7281.00 291240.00

C Made of Class-A High Intensity Micro Prismatic Engineering Grade Sheeting Of Type I conferming to Table 6.3 of IRC: 67-2022 (for ODR & Village Roads)

(a) With Aluminium Sheeting of 2 mm thickness

(i) 900 mm equilateral triangle 80 EACH 3831.00 306480.00

(b) With Aluminium Sheeting of 1.5 mm thickness

(ii) 600 mm circular 80 EACH 3184.00 254720.00

8.20 Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete. 98 EACH 1491.00 146118.00

8.49 Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORT&H(RW/NH-33023/10/97 -DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge. 925 Each 440.00 407000.00

TOTAL AMOUNT FOR EACH JUNCTION =

SAY IN LACS 79.64

Road Safty Work of Variou's Road Under P.W.D. Durg Division Durg

UNDER SUB -DIV .NO -01 - Malviya Nagar Chowk To Jail Tiraha Road ,Anjora Thanod Kolihapuri Road ,Thanod MuktidhamRoad, Thanod MuktidhamRoad ,Birejhar Bhata Road,Hanoda To Khamhariya Road,Chankhuri , Bus StandToNadi Road, Utai Khopali Machandur Road , Station maroda to Umarpoti , Borsi Dhanora Utai Road, Anda -Funda Road UNDER SUB -DIV . NO -02 - Durg -Jalbandha Road , Borai -Khusidihi Khursul Road , Damoda - temari Road , Nankatti -daniya Bori litiya Road ,Dhamdha - Gandai Road , Devkar Ghota Jalbandha Road , Dhamdhja Ronda Antariya Khairagarh Road , Indranagar Junwani Road , Kanchandur - Dair Road , Samoda -karanja Bhilai Road,Durg-Dhamdha-Bemetara Road UNDER SUB -DIV . NO -03 - Junwani-kohka-kurud Road UNDER SUB -DIV . PATAN - Pahua nala Road , Minimata- Anda Road

S No Item No. Particular NO. L W H/D Qty Unit Rate Amount

1 R-SOR It-5.2 (i) Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (i) Bituminous surface @ 0.25 kg /Sqm

FOR BREAKER 20 7 3.7 518.00

9 R-SOR It - 5.4 Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)

With mechanical paver finisher

for Grading-II(26.5 mm nominal size bitumen content 4.50%)

R-SOR It - 5.5 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)

B With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %

R-SOR It - 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)

BREAKER TOP 12*9 5 0.3 162.00

BREAKER BEFORE /AFTER 12*2*4 7 0.3 201.60

ROAD EDGE LINE 12*2 40 0.15 144.00

ROAD EDGE LINE 12*2*2 40 0.15 216.00

RUMBLE BREAKER ON MAIN ROAD 12*6 7 0.3 2*2 604.80

BREAKER TOP 18*9 5 0.3 243.00

BREAKER BEFORE /AFTER 18*2*4 5.5 0.3 237.60

ROAD EDGE LINE 18*2 40 0.15 216.00

RUMBLE BREAKER ON MAIN ROAD 18*6 7 0.3 2*2 907.20

BREAKER TOP 10*9 5 0.3 135.00

BREAKER BEFORE /AFTER 10*2*4 3.75 0.3 90.00

ROAD EDGE LINE 10*2 40 0.15 120.00

RUMBLE BREAKER ON MAIN ROAD 10*6 7 0.3 2*2 504.00

R-SOR It - 8.4 Retro- reflectrorized Traffic signs as per Clause 801 Providing and fixing of retro-reflectrorized cautionary, mandatory and informatory sign digitally printed over retroreflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to weather effect as per clause 6 of IRC:67-2022 made of retro reflective type sheeting fixed over Aluminum / Aluminium Composite Material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm as per approved drawing and painting all components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted wit 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022) (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.)

With Aluminium Sheeting

Made of Class-C Micro Prismatic Grade Sheeting of Type XI confirming to Table 6.9 of IRC:67-2022 (for National Highways & State Highways)

With Aluminium Sheeting of 2mm thickness

(a) 900 mm equilateral triangle 20 4 80 EACH 6038.00 483040.00

(viii) 900 mm circular 20 4 80 EACH 9656.00 772480.00

(vi) 900 mm high octagon 20 2 40 EACH 10111.00 404440.00

B Made of Class-B High Intensity Micro Prismatic Grade Sheeting Of Type IV (for MDR)

(a) With Aluminium Sheeting of 2 mm thickness

(i) 900 mm equilateral triangle 20 4 80 EACH 4631.00 370480.00

(v) 750 mm circular 20 4 80 EACH 5369.00 429520.00

(iii) 900 mm high octagon 20 2 40 EACH 7281.00 291240.00

C Made of Class-A High Intensity Micro Prismatic Engineering Grade Sheeting Of Type I conferming to Table 6.3 of IRC: 67-2022 (for ODR & Village Roads)

(a) With Aluminium Sheeting of 2 mm thickness

(i) 900 mm equilateral triangle 20 4 80 EACH 3831.00 306480.00

(b) With Aluminium Sheeting of 1.5 mm thickness

(ii) 600 mm circular 20 4 80 EACH 3184.00 254720.00

8.20 Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete. 49 2 98 EACH 1491.00 146118.00

8.49 Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORT&H(RW/NH-33023/10/97 -DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge.

BREAKER BEFORE /AFTER 25 15 375

RUMBLE BREAKER ON MAIN ROAD 25 22 550

TOTAL AMOUNT FOR EACH JUNCTION = 7979161.00 79.79161 79.79 0.00161