NIT NO. 193/DURG(Balod)/2026

GOVERNMENT OF CHHATTISGARH

PUBLIC WORKS DEPARTMENT

DETAILED ESTIMATE FOR W.M.M. & B.T. PATCH REPAIR WORK OF VARIOUS ROAD UNDER PWD SUB DIVISION NO. 01 BALOD DIST- BALOD (C.G.)

ESTIMATED COST - Rs. 30.00 Lacs

EXECUTIVE ENGINEER

PUBLIC WORKS DEPARTMENT

DIVISION, BALOD (C.G.)

DETAILED ESTIMATE FOR W.M.M. & B.T. PATCH REPAIR WORK OF VARIOUS ROAD UNDER PWD SUB DIVISION NO. 01 BALOD DIST- BALOD (C.G.)

GENERAL ABSTRACT

S.NO. PARTICULAR AMOUNT

1 W.M.M. patch repair work 2,998,539.00

Rs. SAY IN LACS 30.00

Sub Engineer Sub Divisional Officer Executive Engineer

PWD Sub Division No.1 Balod PWD Balod Division Balod

DETAILED ESTIMATE FOR W.M.M. & B.T. PATCH REPAIR WORK OF VARIOUS ROAD UNDER PWD SUB DIVISION NO. 01 BALOD DIST- BALOD (C.G.) Say In Lacs 30.00 Lacs

1 Somani Arjunda Balod Road L.- 4.375 km 4.38

2 Lohara Balod Road L. 8.00 km 8.00

3 Deori Mahrum Khujji Road L.- 5.00 km 13.00

4 Karmari Khamtarai Road L-. 5.00 km 7.20

5 Balod Padkibhat bypass Road L. 2.00 km 6.00

6 Hitekasa Kodekasa Matari Road L. 3.00 km 7.00

7 Gahiranawagaon to Raghonawagaon Road L.- 3.10 km 3.10

8 Nahanda Khamtarai Road L- 4.60 km 4.60

9 Khaira Riwagahan Ganeshkhapari Road L- 3.40 km 3.40

10 Sambalpur Riwagahan Road L- 3.10 km 3.10

11 Mudkhusra Gidhwa Koliyara Road L. 2.00 km 4.30

12 Boirdih approach Road L. 0.90 km 0.90

13 Khamtarai Gidhwa Road L. 1.10 km 1.10

14 Shastri Nagar to Kashi Road L. 2.00 km 2.00

15 Singarpur Sibdi Road L. 2.60 km 2.60

16 Taraud Amlidih Daihan Road L- 5.00 km 5.00

17 Bhimkanhar Mudkhusara Road L- 4.40 km 4.40 80.08

S.No. Item Code Description Quantity Unit Rate Amount Quantity Amount

1 3.9 Removal of Unserviceable Soil Removal of Unserviceable Soil and Disposal with all leads including loading and Qunloading 65.00 cum 83.00 5395.00 65.00 5395.00

2 3.11 Scarifying Existing bituminous surface to a depth of 50 mm Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all leads & lifts. 400.00 sqm 21.00 8400.00 600.00 12600.00

3 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 0.00

b For Lower Sub-base with 0.00

1 Grading-V Material 45.00 cum 1573.00 70785.00 98.00 154154.00

4 4.6 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. 345.00 cum 1606.00 554070.00 1565.00 2513390.00

5 5.1 Prime coat Providing and applying primer coat with 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. 0.00

6 5.2 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. 0.00

(i) Bituminous surface @ 0.25 kg / Sqm 10000.00 sqm 15.00 150000.00 18600.00 279000.00

(ii) Granular surface treated with primes @ 0.30 kg/ Sqm 600.00 sqm 18.00 10800.00 10450.00 188100.00

7 5.21 Providing and laying leveling course / profile corrective course with bituminous macadamWith 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. 0.00

B With Mechanical paver 119.00 cum 5367.00 638673.00 300.00 1610100.00

8 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508. 0.00

ii With mechanical paver finisher 0.00

a With bitumen 0.00

ii Type B ( 13.2 mm to 0.09 mm size aggregates ) 10000.00 sqm 142.00 1420000.00 29050.00 4125100.00

9 4.11 Construction of Shoulders Construction of shoulders 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 etc. complete as per clause 408. 0.00

b With Smooth wheeled roller 307.00 cum 313.00 96091.00 1000.00 313000.00

Say In Lacs 30.00 100.00

Sub Engineer Sub Divisional Officer P.W.D. Sub Division No-1 Balod Executive Engineer P.W.D. Balod Division Balod

N.I.T. SCHEDULE FOR W.M.M. & B.T. PATCH REPAIR WORK OF VARIOUS ROAD UNDER PWD SUB DIVISION NO. 01 BALOD DIST- BALOD (C.G.) Say In Lacs 30.00 Lacs

1 Somani Arjunda Balod Road L.- 4.375 km 4.38

2 Lohara Balod Road L. 8.00 km 8.00

3 Deori Mahrum Khujji Road L.- 5.00 km 13.00

4 Karmari Khamtarai Road L-. 5.00 km 7.20

5 Balod Padkibhat bypass Road L. 2.00 km 6.00

6 Hitekasa Kodekasa Matari Road L. 3.00 km 7.00

7 Gahiranawagaon to Raghonawagaon Road L.- 3.10 km 3.10

8 Nahanda Khamtarai Road L- 4.60 km 4.60

9 Khaira Riwagahan Ganeshkhapari Road L- 3.40 km 3.40

10 Sambalpur Riwagahan Road L- 3.10 km 3.10

11 Mudkhusra Gidhwa Koliyara Road L. 2.00 km 4.30

12 Boirdih approach Road L. 0.90 km 0.90

13 Khamtarai Gidhwa Road L. 1.10 km 1.10

14 Shastri Nagar to Kashi Road L. 2.00 km 2.00

15 Singarpur Sibdi Road L. 2.60 km 2.60

16 Taraud Amlidih Daihan Road L- 5.00 km 5.00

17 Bhimkanhar Mudkhusara Road L- 4.40 km 4.40 80.08

Rate:- As per SOR of ROAD in forced from 01-01-2025 with upto date amendments PAC Rs. 30.00 Lacs

S.No. Item Code Description Quantity Unit Rate Amount Quantity Amount

1 3.9 Removal of Unserviceable Soil Removal of Unserviceable Soil and Disposal with all leads including loading and Qunloading 65.00 cum 83.00 5395.00 65.00 5395.00

2 3.11 Scarifying Existing bituminous surface to a depth of 50 mm Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all leads & lifts. 400.00 sqm 21.00 8400.00 600.00 12600.00

3 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 0.00

b For Lower Sub-base with 0.00

1 Grading-V Material 45.00 cum 1573.00 70785.00 98.00 154154.00

4 4.6 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. 345.00 cum 1606.00 554070.00 1565.00 2513390.00

5 5.1 Prime coat Providing and applying primer coat with 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. 0.00

6 5.2 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. 0.00

(i) Bituminous surface @ 0.25 kg / Sqm 10000.00 sqm 15.00 150000.00 18600.00 279000.00

(ii) Granular surface treated with primes @ 0.30 kg/ Sqm 600.00 sqm 18.00 10800.00 10450.00 188100.00

7 5.21 Providing and laying leveling course / profile corrective course with bituminous macadamWith 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. 0.00

B With Mechanical paver 119.00 cum 5367.00 638673.00 300.00 1610100.00

8 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508. 0.00

ii With mechanical paver finisher 0.00

a With bitumen 0.00

ii Type B ( 13.2 mm to 0.09 mm size aggregates ) 10000.00 sqm 142.00 1420000.00 29050.00 4125100.00

9 4.11 Construction of Shoulders Construction of shoulders 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 etc. complete as per clause 408. 0.00

b With Smooth wheeled roller 307.00 cum 313.00 96091.00 1000.00 313000.00

Say In Lacs 30.00 100.00

Sub Engineer Sub Divisional Officer P.W.D. Sub Division No-1 Balod Executive Engineer P.W.D. Balod Division Balod

DETAILED ESTIMATE FOR W.M.M. PATCH REPAIR WORK OF VARIOUS ROAD UNDER PWD SUB DIVISION NO. 01 BALOD DIST- BALOD (C.G.) Say In Lacs 30.00 Lacs

1 Ranakhujji Rengadabari Road km 9 to 20/8 = 12.80 km 12.80

2 Taraud Manaud Ghumka Road L- 5.00 km 5.00

3 Hitekasa Kodekasa Matari Road km 11/2 to 17/10 = 7.00 km 7.00

4 Pinkapar to Bhakhari Road L- 2.80 km 2.80

5 Gahiranawagaon to Raghonawagaon Road L.- 3.10 km 3.10

6 Nahanda Khamtarai Road L- 4.60 km 4.60

7 Khaira Riwagahan Ganeshkhapari Road L- 3.40 km 3.40

8 Sambalpur Riwagahan Road L- 3.10 km 3.10

9 Mudkhusra Gidhwa Koliyara Road L. 4.30 km 4.30

10 Boirdih approach Road L. 0.90 km 0.90

11 Khamtarai Gidhwa Road L. 1.10 km 1.10

12 Shastri Nagar to Kashi Road L. 2.00 km 2.00

13 Singarpur Sibdi Road L. 2.60 km 2.60

14 Taraud Amlidih Daihan Road L- 5.00 km 5.00

15 Bhimkanhar Mudkhusara Road L- 4.40 km 4.40

16 Jagnnathpur Parsada Darbarinawagaon Dengrapar Road L- 5.80 km 5.80

17 Sambalpur Bhimkanhar Mudiya Road km 1 to 11/8 = 10.80 km 10.80 78.70 gtotal

S.No. Item Code Description Quantity Unit Rate Amount

1 3.9 Removal of Unserviceable Soil Removal of Unserviceable Soil and Disposal with all leads including loading and Qunloading 65.00 cum 83.00 5395.00

2 3.11 Scarifying Existing bituminous surface to a depth of 50 mm Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all leads & lifts. 600.00 sqm 21.00 12600.00

3 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

b For Lower Sub-base with

1 Grading-V Material 98.00 cum 1573.00 154154.00

4 4.6 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. 1565.00 cum 1606.00 2513390.00

5 4.11 Construction of Shoulders Construction of shoulders 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 etc. complete as per clause 408.

b With Smooth wheeled roller 1000.00 cum 313.00 313000.00

Say In Lacs 30.00

Sub Engineer Sub Divisional Officer P.W.D. Sub Division No-1 Balod Executive Engineer P.W.D. Balod Division Balod