NIT NO:1179/TC/2025-26

NIT SCHEDULE FOR CONSTRUCTION OF STRENGTHENING OF KANKER-DUDHAWA (S.H.-06) ROAD KM 19 TO 22 AND 25 TO 26/8 = 5.80 KM

P.A.C. 388.57 Lacs

S.NO. ITEM CODE PARTICULARS OF ITEM Unit Rate Qty. Amount (Rs.)

1 2.5 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. A. Bituminous courses Cum 542.00 75.60 40976.00

B Granular courses Cum 390.00 108.00 42120.00

2 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead up to 1000 meters as per relevant clauses of section 300. Cum 95.00 539.90 51291.00

3 3.14 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.>5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Cum 80.00 647.90 51833.00

4 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. (i) Grading-V Material Cum 1372.00 282.24 387234.00

5 4.10 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) Cum 1434.00 274.50 393633.00

6 5.1 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm. Sqm 64.00 1098.00 70272.00

7 5.2 Tack coat 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 Sqm 15.00 39887.00 598305.00

(ii) granular surfaces treated with primes @ 0.30 kg / Sqm Sqm 17.00 1098.00 18666.00

8 5.19# Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. B With mechanical paver finisher 15 % of carriageway area Cum 5432.00 304.50 1654044.00

9 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.) A With sensor paver finisher (ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%) Cum 8148.00 2459.10 20036747.00

10 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) II With sensor paver finisher (ii) for Grading II (13.2 mm nominal size) with bitumen 6.0 % Cum 10092.00 1229.55 12408619.00

11 4.13 Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. B With smooth wheeled roller Cum 277.00 2871.00 795267.00

12 4.17 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. Each 431.00 277.00 119387.00

13 8.14 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (i) 5th kilometer stone (precast) Each 2436.00 2.00 4872.00

(ii) Ordinary Kilometer stone (Precast) Each 1460.00 4.00 5840.00

(iii) Hectometer stone (Precast) Each 410.00 24.00 9840.00

14 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.) Sqm 707.00 2232.78 1578576.00

15 8.4 Retro- reflectrorized Traffic signs as per Clause 801 Providing and fixing of retro- retlectrorized cautionary, mandatory and informatory sign digitally printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting {lamination sheeting) to protect from fading and damage due to wheather effect as perClause 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 Ml5 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of eooxy paints or powder coating and the part of post below ground shall be painted with 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- (I) With Aluminium Sheeting (A) Made of Class-C Micro Prismatic Grade Sheeting of Type XI confirming to Table 6.9 of IRC:67-2022 (for National Hi11:hways and State Highways) (a) With Aluminium Sheeting of 2 mm thickness ( i ) 900 mm equilateral triangle Each 6038.00 12.00 72456.00

( iv ) 800 mm x 600 mm rectangular Each 7535.00 20.00 150700.00

16 8.6 Direction and Place Identification signs upto 0.9 sqm size board as per Clause 8.1.Providing and erecting direction and place identification retro- reflectrorized sign Digitally Printed over reflectrorized sheeting of required grade confuming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting I Aluminium Composit 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 MIS grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all exposed 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 with 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 si1m board.) (I) With Aluminium Sheeting 2mm thick Made of Class-C Micro Prismatic Grade Sheeting of Type XI confirming to Table 6.9 of IRC:67-2022 (for National ffighways and State ffighways) Sqm 14486.00 14.40 208598.00

17 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. Each 1491.00 14.40 119280.00

18 8.23 Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each. Each 67.00 0.00 38860.00

To enable entering data into the sheet, please click on 'Enable Editing'.

Please insert items from 12th row.

Every row will be considered as a distinct item.

The row, in which the two fields- 'Item Code' and 'Description' are blank, will not be considered.

If 'CREDIT ITEM' is not entered, default value '0' will be taken.

If 'Calc Field' is not entered, default value 'N' will be taken.

MAX ITEM LIMIT IN each EXCEL FILE IS 1000

NIT SCHEDULE FOR CONSTRUCTION OF STRENGTHENING OF KANKER-DUDHAWA (S.H.-06) ROAD KM 19 TO 22 AND 25 TO 26/8 = 5.80 KM

P.A.C. Rs. 388.57 Lacs

S. No. Department SOR Year Item Code Description Unit Rate Qty. Amount Ref Serial No CREDIT ITEM (0/1) Calc Field (Y/N)

1 PWD Road 2015 2.5 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. A. Bituminous courses Cum 542.00 75.60 40976.00 0 0 N

2 PWD Road 2015 B Granular courses Cum 390.00 108.00 42120.00 0 0 N

3 PWD Road 2015 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead up to 1000 meters as per relevant clauses of section 300. Cum 95.00 539.90 51291.00 0 0 N

4 PWD Road 2015 3.14 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.>5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Cum 80.00 647.90 51833.00 0 0 N

5 PWD Road 2015 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. (i) Grading-V Material Cum 1372.00 282.24 387234.00 0 0 N

6 PWD Road 2015 4.10 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) Cum 1434.00 274.50 393633.00 0 0 N

7 PWD Road 2015 5.1 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm. Sqm 64.00 1098.00 70272.00

8 PWD Road 2015 5.2 Tack coat 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 Sqm 15.00 39887.00 598305.00 0 0 N

9 PWD Road 2015 5.2 (ii) granular surfaces treated with primes @ 0.30 kg / Sqm Sqm 17.00 1098.00 18666.00 0 0 N

10 PWD Road 2015 5.19 Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. B With mechanical paver finisher 15 % of carriageway area Cum 5432.00 304.50 1654044.00 0 0 N

11 PWD Road 2015 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.) A With sensor paver finisher (ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%) Cum 8148.00 2459.10 20036747.00 0 0 N

12 PWD Road 2015 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) II With sensor paver finisher (ii) for Grading II (13.2 mm nominal size) with bitumen 6.0 % Cum 10092.00 1229.55 12408619.00 0 0 N

13 PWD Road 2015 4.13 Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. B With smooth wheeled roller Cum 277.00 2871.00 795267.00 0 0 N

14 PWD Road 2015 4.17 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. Each 431.00 277.00 119387.00 0 0 N

15 PWD Road 2015 8.14 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (i) 5th kilometer stone (precast) Each 2436.00 2.00 4872.00 0 0 N

16 PWD Road 2015 8.14 (ii) Ordinary Kilometer stone (Precast) Each 1460.00 4.00 5840.00 0 0 N

17 PWD Road 2015 8.14 (iii) Hectometer stone (Precast) Each 410.00 24.00 9840.00 0 0 N

18 PWD Road 2015 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.) Sqm 707.00 2232.78 1578576.00 0 0 N

19 PWD Road 2015 8.4 Retro- reflectrorized Traffic signs as per Clause 801 Providing and fixing of retro- retlectrorized cautionary, mandatory and informatory sign digitally printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting {lamination sheeting) to protect from fading and damage due to wheather effect as perClause 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 Ml5 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of eooxy paints or powder coating and the part of post below ground shall be painted with 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- (I) With Aluminium Sheeting (A) Made of Class-C Micro Prismatic Grade Sheeting of Type XI confirming to Table 6.9 of IRC:67-2022 (for National Hi11:hways and State Highways) (a) With Aluminium Sheeting of 2 mm thickness ( i ) 900 mm equilateral triangle Each 6038.00 12.00 72456.00 0 0 N

20 PWD Road 2015 8.4 ( iv ) 800 mm x 600 mm rectangular Each 7535.00 20.00 150700.00

21 PWD Road 2015 8.6 Direction and Place Identification signs upto 0.9 sqm size board as per Clause 8.1.Providing and erecting direction and place identification retro- reflectrorized sign Digitally Printed over reflectrorized sheeting of required grade confuming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting I Aluminium Composit 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 MIS grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all exposed 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 with 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 si1m board.) (I) With Aluminium Sheeting 2mm thick Made of Class-C Micro Prismatic Grade Sheeting of Type XI confirming to Table 6.9 of IRC:67-2022 (for National ffighways and State ffighways) Sqm 14486.00 14.40 208598.00 0 0 N

22 PWD Road 2015 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. Each 1491.00 80.00 119280.00 0 0 N

23 PWD Road 2015 8.23 Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each. Each 67.00 580.00 38860.00 0 0 N

SAY PAC IN RS. 388.57 LAKHS