NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 10-M-61 District- Korba

DETAILED PROJECT REPORT FOR RENEWAL & MAINTENANCE

Government of Chhattisgarh

PANCHAYAT AND RURAL DEVELOPMENT DEPARTMENT

PRADHAN MANTRI GRAM SADAK YOJANA : 2025-26

Renewal Estimate

Name of Road T03 Bhilaibazar to Kasira Akhrapali

Distt. Korba Block Katghora

BT Length(in Km) 12.5 CC Length(in Km) 0

Total Length(in Km) 12.5 Road ID 0

Road way 9 Carriage Way 5.5

Ex. HPC 2 Ex. Slab Cuvert 5

Ex.LSB 0 New Package No 0

Initial Rehabilitation Work 15.74 Lakhs 18% GST 2.83 Lakhs

Upgradation BT & CC Pavement Work 14.66 Lakhs 18% GST 2.64 Lakhs

Road Furniture Work 5.67 Lakhs 18% GST 1.02 Lakhs

Field Crossing Work 11.83 Lakhs 18% GST 2.13 Lakhs

CD, Protection and Drainage 48.95 Lakhs 18% GST 8.81 Lakhs

Renewal Bituminous 292.71 Lakhs 18% GST 52.69 Lakhs

Emergency Work's (B+C) 10 % D 0.00 Lakhs 18% GST 0.00 Lakhs

Total Cost 389.57 Lakhs 18% GST 70.12 Lakhs

Maintenance Cost 33.75 Lakhs 18% GST 6.08 Lakhs

Total Cost Excluding GST 423.32 Lakhs 18% GST 76.20 Lakhs

Total Cost Including GST 499.51 Lakhs

Per KM Cost Excluding GST 31.17 Lakhs Per KM Cost Including GST 36.78 Lakhs

Pradhan Mantri Gram Sadak Yojna, Korba, Chhattisgarh

PMGSY (Renewal) 2025-26

TECHNICAL REPORT and SPECIFICATIONS

1 Name of Work : Renewal And Maintenance Work Under PMGSY Roads

2 Name of Road : T03 Bhilaibazar to Kasira Akhrapali

3 Distt. : Korba

4 Block : Katghora

5 Total Length(in Km) : 12.50

6 BT Length(in Km) : 12.50

7 CC Length(in Km) : 0.00

8 Sanction Year : 2017-2018

9 Package No : CG10-74

10 Date Of Completion : 09.03.2019

11 5 year Maint.Perod Completed : 08.03.2024

12 Renewal Sanction Year : -

13 Renewal Package No : -

14 Renewal Date Of Completion : -

15 Renewal 5 Yr.Maint.Perod Complete : -

16 New Package No 0.00

17 Administetive Approval : C.G. Govt. Panchayat and Rural Road Development Department Raipur.

18 Technical Sanction : Executive Engineer, CGRRDA,PIU-KORBA (CG)

19 Estimated Cost (Lakhs) Renewal : 499.51

20 Provisions : Initial Rehabilitation Work :- Provision is made as per guide lines of CGRRDA

: Annual Routine Maintenance Works : Provision is made as per guide lines of CGRRDA

: Renewal of Bituminous Surface : Provision is made as per guide lines of CGRRDA

: Imergency works : Provision is made as per guide lines of CGRRDA

: Estimate has Following Provision on Road

: BT Potholes & Patch Repaire And BT Renewal Work Required

: 125 mm Thickness WMM Required D32due to Asper Site Requirments

: BT Renewal work & Earthen shoulder Maintenance

: BT( B. M+PMC & Seal Coat) Road Length

: Carrigeway width of Road 5.50 M & Total Top Width of Road is9.00 M

: Retaining Wall Required as per site condition.

: CC Drain Required Asper site condition

: C.D.Works clearing, Cleaning And white washing " (1 Nos propossed HPC)

: Road Furniture for road safty in Road Length. "

21 Rates : Estimate Prepared on the basis of SOR enforced by 6 june 2025 issued by Chief Engineer ,C.G.Rural Road Development Agency ,Raipur (C.G.)

22 Recomandation : This Road Is Running inSeven years The road condition PCI is 2 in some portion. It is recommended to sanction this road for renewal sothat riding surface of road is to be good

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

INSPECTION REPORT

1 Name of Road: - #REF!

2 Length in (Km):- #REF!

3 Package No. #REF!

2 Block: - #REF!

Sanction Year #REF!

Completion Date #REF!

5 Year Maintenance Completion Date #REF!

Ren.Sanction Year #REF!

Completion Date #REF!

5 Year Maintenance Completion Date #REF!

Hand Over Date #REF!

3 District: - Janjgir-Champa

4 Date of Inspection:- #REF!

5 Present condition :- #REF!

iii) C.C. Road dameged Provision of CC Cellfill and Cc Drain Required as per site condition

iv) Hard shoulder damage.And Washout & RainCuts Developed Needs Filling of Selected Soil as Earthen Shoulder

v) Road Furniture Are Missing Like 200mtr Stone, km Stone, And informatory board And Also Some Causionary Board Provision of Road furniture and Road Marking work

vi) CC Drain & Retaining Wall Required as per site condition

Sub- Engineer Assistant- Engineer Executive Engineer

PIU-1,CGRRDA Janjgir PIU-1,CGRRDA Janjgir PIU-1,CGRRDA Janjgir

Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.)

iv) Hard shoulder damage.And Washout & RainCuts Developed Needs Filling of Selected Soil as Earthen Shoulder

Superintending Engineer.

PMGSY .Project Circle

Detail of Maintenance Work's Package

Annex.-1 Post Five Year

Distt. Korba Block Katghora

S .No. Pkg. No. Name of Road Block Length of Road (In Km.) Cost of Maintenance Work's for Five Year's (Amount in Lacs) Add 18 % GST Total Amount Date of Compeletion of Package Post five year Date of Compeletion Maintenece of Package Post five year Remark's

Initial Rehabitation Work's A Annual Routine Maintenance B Renewal Work's C Emergency Work's (B+C) 10 % D Total A+B+C+D

1 0 T03 Bhilaibazar to Kasira Akhrapali Katghora 12.500 82.20 33.75 307.37 0.00 423.32 76.20 499.51 - -

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

Details of the package of maintenance work

Annex.-2 Under Five Year

Distt. Korba Block Katghora

S No Cons truction Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Length of Road (Km.) CompeletionDate of Post 5 Year Maint. Contract Cost of 5 Year maintenance Work's (Rs. In Lakh) Total (8+9+10 +11) Recom mended time for IR (Part-1) in Months Date of Post 5 Year Work Order Renewal Date of Renewal

Initial Rehabili tation Work's (Part-I) Annual Routine Emergency Work's (Protection) D

Annual Routine Maintenance (Part-II) Renewal Work's (Part-III) From (Km.) To (Km.)

1 CG10-74 - T03 Bhilaibazar to Kasira Akhrapali Katghora 12.500 08.03.2024 82.20 33.75 307.37 0.00 423.32 NA NA NA NA NA

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

Details of road, package completing 10 year maintenance contract

Distt. Korba Block Katghora

S No Construc tion Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Total Length of Road CompeletionDate of Post 5 Year Maint. Contract Initial Rehabitation (Part-1) (Rs. in Lakh) Annual Routine Maintenance (Part-II) (Rs. in Lakh) Planned renewal (Part-III) (in Km.)

Initial Rehabilitation Work Upgradation BT & CC Pavement Work Road Furniture Work Field Crossing Work CD, Protection and Drainage Total I II III IV V Total I II III IV V

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

Pradhan Mantri Gram Sadak Yojna, Korba, Chhattisgarh

Estimate For Initial Rehabilitation work Year 2025-26

Name of Road T03 Bhilaibazar to Kasira Akhrapali Road ID 0

Distt. Korba Block Katghora

BT Length(in Km) 12.5 CC Length(in Km) 0

Total Length(in Km) 12.5

Road way 9 Carriage Way 5.5

Ex. HPC 2 Ex. Slab Cuvert 5

Ex.LSB 0 New Package No 0

Sanction Year 2017-2018 Package No CG10-74

Date Of Completion 43711 5 year Maint.Perod Completed 45507

Renewal Sanction Year - Renewal Package No -

Renewal Date Of Completion - Renewal 5 Yr.Maint.Perod Complete -

S.No. Item Length (inKm) Amount (Rs.) Remark

1 Clearing Grass and Removal of Rubbish +Clearing and Grubbing Road Land+Construction of unlined surface drains +Restoration of Rain Cuts +Maintenance of shoulder+Maintenance of shoulder+ Maintenance of WBM +Prime Coat+Repair old joints sealant+Maintenance of hume pipe cluverts+Maintenance of Slab cluverts+White washing of parapet walls of CD +Painting lines, Dashes, Arrows, 12.5 1574398 Initial Rehabilitation Work

2 Scarifying Existing Granular surface+Granular Sub-base with Well Graded Material+Wet Mix Macadam+Wearing course M30+Cement Concrete cell fill Pavement+Cement Concrete Pavement 12.5 1465549.9375 Upgradation BT & CC Pavement Work

3 Cautionary, mandatory, informatory direction+5th Kilometre Ston+Ordinary Kilometer Stone +200 m stone +Reinforced cement concrete M15 grade Guard Stone +Providing and fixing of typical PMGSY informatory sign board with Logo+Providing and fixing of typical " PMGSY Citizen Information Board" with Logo +Providing and fixing of typical PMGSY logo board 12.50 566805 Road Furniture Work

4 Excavation for Structure+Bedding for Causeway / pipes+field crossing 600 mm dia+field crossing 300 mm dia 12.50 1183146 Field Crossing Work

5 Construction of Plain Cement Concrete Drain +COST ESTIMATE FORRETAINING WALL +COST ESTIMATE FOR 1x1000MM DIA. HPC 12.50 4895280 CD, Protection and Drainage

6 Trimming of grass and weeds from the shoulders/berms +Tack Coat+20mm thick Open-Graded Premix Carpe+Seal Coat+Construction of subgrade and earthen shoulders +Road marking with Hot Applied Thermoplastic Compound +Speed Braker 12.50 29271423 Renewal Bituminous 30736973

Say in Lacs 389.57

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

Pradhan Mantri Gram Sadak Yojna, Korba, Chhattisgarh

(A) Rates Applicable for routine maintenance before B.T./Seal Coat renewal/strengthning will be as I

Year up to 7.50 meter wide road (3.00 m/3.75 m carriageway ) 9.00 meter wide road (5.50 m carriageway )

Traffic Intensity T1 to T4 (Rs per km.) Traffic Intensity T5 and above (Rs per km.) Traffic Intensity T5 and above (Rs per km.)

(B) Rates Applicable after B.T./Seal Coat renewal/strengthning will be as under

Year up to 7.50 meter wide road (3.00 m/3.75 m carriageway ) 9.00 meter wide road (5.50 m carriageway )

Traffic Intensity T1 to T4 (Rs per km.) Traffic Intensity T5 and above (Rs per km.) Traffic Intensity T5 and above (Rs per km.)

(C) Rates Applicable for routine maintenance of Cement Concrete Road entire contract period

Carriageway/Road way up to 7.50 meter wide road / (3.00 m/3.75 m carriageway ) 9.00 meter wide road / (5.50 m carriageway )

Rate ( Rs.) Per Km/ Year ( Entire contract period ) 20500 21000

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

Part - II :- ESTIMATE OF ANNUAL ROUTINE MAINTENANCE WORK'S

Distt. Korba Block Katghora

Carriage Way Width/Formation Width Road way Carriage Way BT Length(in Km) CC Length(in Km) Total Length(in Km) Ex. HPC Ex. Slab Cuvert Ex.LSB

Sr No. Rate's Before Renewal After Renewal

up to 7.50 meter wide road (3.00 m/3.75 m carriageway ) up to 7.50 meter wide road (3.00 m/3.75 m carriageway )

Traffic Intensity T1 to T4 (Rs per km.) Traffic Intensity T5 and above (Rs per km.) Traffic Intensity T1 to T4 (Rs per km.) Traffic Intensity T5 and above (Rs per km.)

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Renewal Part (A) & Balance (B) only Flexible Surface Maintenance Amount

S. No. Year of Guarantee Period Rate Analysis Total Amount (A+B) Per Year Per Km. Total Length of Road (In Km.) Remark

Renewal Part (A) Balance Part (B)

Length (In Km.) Rate Amount Length (In Km.) Rate Amount

CC Pavement Part (C) only Rigid Surface Maintenance Amount

S. No. Year of Guarantee Period Rate Analysis Total Amount (A+B) Per Year Per Km. Total Length of Road (In Km.) Remark

After Renewal CC Pavement Part Part Before Renewal CC Pavement Part Part

Length (In Km.) Rate Amount Length (In Km.) Rate Amount

Renewal Part (A) Total 3375000

Patch Repair Part (B) Total 0 3375000

CC Pavement Part (,C) Total 0

Grand Toal Part (A+B+C) 3375000

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

BAR CHART ( Part - II Annual Routine Maintenance )

Name of Road T03 Bhilaibazar to Kasira Akhrapali Distt. Korba Block Katghora

Road ID 0 Road way 9 Carriage Way 5.5

Total Length(in Km) 12.5 CC Length(in Km) 12.5 CC Length(in Km) 0

1st Year 12.50 100%

2nd Year 0.00 0%

3rd Year 0.00 0%

4th Year 0.00 0.00

5th Year 0.00 0.00

Renewal Length 12.5 100%

FLOW CHART ( Part - II Annual Routine Maintenance )

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

PRADHAN MANTRI GRAM SADAK YOJANA

Name of Road T03 Bhilaibazar to Kasira Akhrapali Road ID 0

Distt. Korba Block Katghora

BT Length(in Km) 12.5 CC Length(in Km) 0

Total Length(in Km) 12.5 Road ID 0

Road way 9 Carriage Way 5.5

Ex. HPC 2 Ex. Slab Cuvert 5

Ex.LSB 0 New Package No 0 82.20

Sanction Year 2017-2018 Package No CG10-74

Date Of Completion 43711 5 year Maint.Perod Completed 45507

Renewal Sanction Year - Renewal Package No -

Renewal Date Of Completion - Renewal 5 Yr.Maint.Perod Complete -

S.No. Item of work Length of Road (KM)/Nos Cost Remark

1 Estimate For Initial Rehabilitation work Year 2025-26 12.5 60.01

2 Estimate for Renewal Bituminous work Year 2025-26 12.5 307.37

3 COST ESTIMATE FORRETAINING WALL Year 2025-26 0.11 17.83

4 COST ESTIMATE FOR 1x1000MM DIA. HPC ( ONE ROW )2025-26 1 4.36

Sub Total 389.57

Total Length of Road (KM) 12.50

Total Cost of road Rs.(Without Maintenance) 389.57

Cost of Maintenance 33.75

Emergency work 10% 0.00

Total Cost(Renewal+Maint.) 423.32

18% GST (Renewal) 70.12

18% GST (Maint.) 6.08

Total Cost. 499.51

Cost /Km (Without Maintenance) 31.17

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba PIU-Korba

Name of Road T03 Bhilaibazar to Kasira Akhrapali Ex. HPC 2 Distt. Korba Carriage Way 5.5 cc 0

BT Length(in Km) 12.50 Ex. Slab Cuvert 5 Block Katghora Road way 9 bt 12.5

CC Length(in Km) 0 Ex.LSB 0 Road ID Surface Drain 500 total 12.5

Total Length(in Km) 12.5 Wearig Coarse 0 Cell Filled 0 Scarifying 3000

BT RD 0.00 12.50 CC M30 50 Guard Stone 250 GSB 0

CC RD 0.00 0.00 Cautionary Board 45.00 Ex. Drain 0 WMM 570

Total RD 0.00 12.50 Field Crossing 600 4 RD 450,1500 M CC Shoulder

RD 0.00 to 1.00 Km RD 0.00 to 2.50Km Field Crossing 300 1 RD 600,1950 M RD 0.00 M to 250M 300

RD 1.00 to 2.000 Km RD 2.00 to 2.20 Km Total Patch Repair Work in Length 0.00 RD 1000 M to 1250 M 150

RD 2.00 to3.00 Km Total Renewal Work in Length 12.5 RD 2000M to 2300M 200

RD3.00 to 4.00 Km

RD 5.00 to6.00 Km

RD 6.00 to 7.00 Km

RD 7.00 to 8.000 Km

RD 8.00 to9.00 Km

RD 9.00 to 10.00 Km

BT RD FOR RENEWAL WORK

RD 0.00 to12.50 Km 12.5 New HPC 1 Reatining Wall Drain RD 500to 750M 300

Sanction Year 2017-2018 RD 800M RD 4250M to 4320M 70 RD 300 to 400M 0

Package No CG10-74 0 RD 7550M to 7590M 40 RD 300 to 400M 0

Date Of Completion 09-03-19 0 RD4520M to 4600M 80

5 year Maint.Perod Completed 08-03-24 0 RD 2150M to 2200M 0

Renewal Sanction Year -

Renewal Package No -

Renewal Date Of Completion -

Renewal 5 Yr.Maint.Perod Complete -

Maintenace Amount 0

Bill of Quantity

Pradhan Mantri Gram Sadak Yojna, Korba, Chhattisgarh

Estimate for Renewal Bituminous work Year 2025-26

Package No. CG 10-M61

SOR - June 2025

Name of Road T03 Bhilaibazar to Kasira Akhrapali BT Length(in Km) 12.50

Total Length(in Km) 12.5 CC Length(in Km) 0

S.No/ SOR No Description Quantity Rate Unit Amount

Initial Rehabilitation work Year 2025-26

1 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 62500 2 Sqm 125000

2 3.8(i) Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 2050.00 99 M 202950

3 11.1 Restoration of Rain Cuts :- Resstoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power ramm 759.695 273 Cum 207397

4 11.2 (II) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 9327.50 27 Sqm 251843

5 11.2 (I) Maintenance of shoulder (filling with fresh selected material) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 15242.50 49 Sqm 746883

6 7.31 Wearing course M30 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 0.00 11782 Cum 0

7 6.7 Cement Concrete cell fill Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion,construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints,admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to linesand grade as per drawing and Technical Specification Clause 1501 0.00 7669 Cum 0

8 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 45.00 5285 Sqm 237825

9 9.8 (i) 5th Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone 2.00 3947 Each 7894

10 9.8 (ii) Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone 12.00 2292 Each 27504

11 9.8(iii) Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (iii) 200 m stone (precast) 50.00 660 Each 33000

12 9.17 Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. 252.00 673 Each 169596

13 9.14 (B) (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 2.00 18610 Each 37220

14 9.15(A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 1.00 14010 Each 14010

15 9.16 Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 6.00 6626 Each 39756

16 7.1(i)(i) Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1915.48 394 Cum 754699

17 7.3(ii) Bedding for Causeway / pipes Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 8.80 1200 Cum 10560

18 7.6 (A) Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary field crossing 600 mm dia 40.00 2928 M 117120

19 7.6 (,C) Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary field crossing 300 mm dia 7.50 1961 M 14708

20 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge. 602.25 4970 Cum 2993183

21 11.6 Maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907 0.00 4 M 0

22 11.15 Repair old joints sealant Removal of existing sealant and re sealing of construction, longitudinal or expansion joints in concrete pavement with fresh sealant material 0.00 50 M 0

23 11.7 (i) Maintenance of hume pipe cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1908 2.00 1448 Each 2896

24 11.7 (ii) Maintenance of Slab cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1909 5.00 3053 Each 15265

25 11.13 White washing of parapet walls of CD work and tree trunks , white washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause1915 234.50 26 Sqm 6097

26 9.7 Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on Old Work Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification Clause 1702 144.76 111 Sqm 16068 38956602 1

27 7.10(II) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 75.43 4576 Cum 345163

28 7.18(I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m (I)P.C.C grade M 15 (Nominal mix (1:2.5:5) 304.64 4839 Cum 1474133

29 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3 110 317 Rmt 34870

30 7.3(ii) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular Materials 155.11 1032 Cum 160071

31 7.4 (B) Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B)1000 mm dia 10 5468 Rmt 54680

32 6.6 Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. 44.00 2710.00 Rmt 119240.000 0.54

PART "B" RENEWAL WORK 8219629

33 2.3 (A) Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (A) In area of non-thorny jungle 0 7 Sqm 0

34 2.11 Dismantling of cement concrete pavements and breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately, as per Technical Specification Clause. 202 55.00 2068 cum 113740

35 11.5 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906. 1744.73 224 Sqm 390820

36 5.1(i) Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Spec 4879.73 62 Sqm 302543

37 11.3(iii) Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 549.45 11519 Sqm 6329115

38 3.1 Scarifying Existing Granular surface to a Depth of 50 mm Scarifying the existing bituminous/ Granular road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301. 16500.00 13 Sqm 214500

39 4.1 Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) 0.00 804 Cum 0

40 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. 431.06 1887 Cum 813415

41 6.1 (II) Cement Concrete Pavement (ii) Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. 55.00 5889 Cum 323895

42 11.14(1)(i) Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 74250.00 21 Sqm 1559250

43 11.14 1(ii) 20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight. Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification .ii. Bitumen (CG-30) 77000.00 166 Sqm 12782000

44 5.5 Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B, Bitumen (VG-30) 74250.00 60 Sqm 4455000

45 3.12 (B) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM) 3962.44 223 Cum 883624 Km 69021 0

46 9.18 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. The finished surface to be level, uniform and free from streaks and holes.) 1875.00 627 Sqm 1175625

47 9.19 A) Speed Braker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. A For 9.00 M Formation Width 4.00 26750 Each 107000

48 5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Bitumen(S-65) VG-30 156.75 8207 Cum 1286447

SUB TOTAL PART A+PART B 38956601

Emergency work 10% 0

PART A+PART B+Emergency work 10% 38956601

SUB TOTAL 45968790

Maintenance PART A Maintenance PART A 1st Year Amount 68000 0 0.37

2nd Year Amount 71000 0

3rd Year Amount 74000 0

4th Year Amount 77000 0

5th Year Amount 80000 0

Maintenance PART B 1st Year Amount 32000 400000

2nd Year Amount 34000 425000

3rd Year Amount 42000 525000

4th Year Amount 62000 775000

5th Year Amount 100000 1250000

Maintenance PART C 1st Year Amount 20500 0

2nd Year Amount 20500 0

3rd Year Amount 20500 0

4th Year Amount 20500 0

5th Year Amount 20500 0 3375000

Sub Total maintenance 3375000

Sub Total Maintenance 3982500

SUB TOTAL Including GST 18% Renewal I.R Maint 49951290

Sub Total 499.51 -0.00

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

Executive Engineer

Pradhan Mantri Gram Sadak Yojna, Korba, Chhattisgarh

Estimate For Initial Rehabilitation work Year 2025-26

Name of Road T03 Bhilaibazar to Kasira Akhrapali Distt. Korba Block Katghora

Total Length(in Km) 12.5 BT Length(in Km) 12.5 CC Length(in Km) 0

Road ID 0 Ex. HPC 2 Ex. Slab Cuvert 5

Ex.LSB 0 Carriage Way 5.5 Road way 9

S.No/ SOR No Description No. Length Width Depth Quantity Rate Unit Amount

1 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.

2 3.8(i) Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 2 2050.00 2050.00 99 M 202950

3 11.1 Restoration of Rain Cuts :- Resstoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power ramm

4 11.2 (II) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

5 11.2 (I) Maintenance of shoulder (filling with fresh selected material) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

6 4.1 Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) 1 0.00 4.050 0.150 0.00 804 Cum 0

7 7.31 Wearing course M30 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 1 0.00 3.750 0.075 0.00 11782 Cum 0

8 6.7 Cement Concrete cell fill Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion,construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints,admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to linesand grade as per drawing and Technical Specification Clause 1501 0 0.00 0.000 0.000 0.00 7669 Cum 0

9 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 1 45.00 45.00 5285 Sqm 237825

10 9.8 (i) 5th Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone 2 2.00 3947 Each 7894

11 9.8 (ii) Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone 12 12.00 2292 Each 27504

12 9.8(iii) Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (iii) 200 m stone (precast) 50 50.00 660 Each 33000

13 9.17 Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. 252 252 673 Each 169596

14 9.14 (B) (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 2 2.00 18610 Each 37220

15 9.15(A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 1 1.00 14010 Each 14010

16 9.16 Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 6 6.00 6626 Each 39756

17 7.1(i)(i) Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

18 7.3(ii) Bedding for Causeway / pipes Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105

Total 7.20 1200 Cum 8640

19 7.6 (A) Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary field crossing 600 mm dia 4 10.00 40.00 2928 M 117120

20 7.6 (,C) Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary field crossing 300 mm dia 1 7.50 7.50 1961 M 14708

21 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge.

22 11.6 Maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907 0 0.00 4 M 0

23 11.15 Repair old joints sealant Removal of existing sealant and re sealing of construction, longitudinal or expansion joints in concrete pavement with fresh sealant material 0.00 0.00 50 M 0

24 11.7 (i) Maintenance of hume pipe cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1908 2 2.00 1448 Each 2896

25 11.7 (ii) Maintenance of Slab cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1909 5 5.00 3053 Each 15265

26 11.13 White washing of parapet walls of CD work and tree trunks , white washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause1915 7

27 9.7 Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on Old Work Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification Clause 1702

Inner Side 2 6.70 1.000 13.40

Vertical Side 2X2 0.40 1.200 1.92

Total Numbers of Culvert 7.000 144.76 111 Sqm 16068

28 6.6 Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.

TOTAL AMOUNT 6000853 9616889

Say as in Lakh 60.01 -3616036

Maintenance 1st Year Amount 0

2nd Year Amount 0 0.37

3rd Year Amount 0

4th Year Amount 0

5th Year Amount 0

Say as in Lakh 0.00

Grand Total 6000853

Say as in Lakh 60.01

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

Pradhan Mantri Gram Sadak Yojna, KorbaChhattisgarh

Estimate for Renewal Bituminous work Year 2025-26 WBM Patch Repairing Sanction year HPC Slab RCI R/Wall (Mtr) Drain (Mtr.)

Name of Road T03 Bhilaibazar to Kasira Akhrapali Distt. Korba Block Katghora

Total Length(in Km) 12.5 BT Length(in Km) 12.5 CC Length(in Km) 0

Road ID 0 Ex. HPC 2 Ex. Slab Cuvert 5

Ex.LSB 0 Carriage Way 5.5 Road way 9

S.No/ SOR No Particular No. Length Breadth Depth Quantity Rate Unit Amount 5% 0% 26.06.2024

1 2.3 (A) Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (A) In area of non-thorny jungle

2 2.11 Dismantling of cement concrete pavements and breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately, as per Technical Specification Clause. 202 1 50.00 5.5 0.2 55.00 2068 cum 113740 #REF! #REF! #REF! #REF!

3 3.1 Scarifying Existing Granular surface to a Depth of 50 mm Scarifying the existing bituminous/ Granular road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301. 1 3000.00 5.500 16500.00 13 Sqm 214500

4 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Chainage 200 M to 1000 M Chainage 6500 to 7200 M 1 570.00 5.500 0.125 431.06 1887 Cum 813414.9375

5 11.5 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906.

RD 0.00 TO 1.50 KM For profile cortrection 5 1.10 2.90 15.95

6 5.1(i) Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Spec 1 570.00 5.500 3135.00

5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Bitumen(S-65) VG-30

8 11.3(i) Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specifications Clauses 502 and 503.

RD 0.00 TO 1.50 KM For profile cortrection 4 10.00 5.50 0.075 16.50

Total 549.45 #REF! 146.52

8 11.14(1)(i) Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause

Extra 8% for extra widening,bell mouth, approch Profile correcion 5500.00

9 11.14 1(ii) 20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight. Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification .ii. Bitumen (VG-30) #REF! #REF!

Extra 12% for extra widening,bell mouth, approch Profile correcion 8250.00

10 5.5 Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B, Bitumen (VG-30)

Extra 8% for extra widening,bell mouth, approch Profile correcion 5500.00

11 6.1 (II) Cement Concrete Pavement (ii) Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. 1 50.00 5.500 0.200 55.00 5889 Cum 323895

12 3.12 (B) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM) 4 Routine Mantenance for 4th Year after Renewal of Road #REF! Km 69021 #REF!

13 9.18 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. The finished surface to be level, uniform and free from streaks and holes.) 2 12500.00 0.100 1875.00 627 Sqm 1175625

14 9.20 A) Speed Braker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. A For 9.00M Formation Width 4 4.00 26750 Each 107000

TOTAL AMOUNT 30736973

Say as in Lakh 307.37

Maintenance 1st Year Amount 400000

2nd Year Amount 425000 0.37

3rd Year Amount 525000

4th Year Amount 775000

5th Year Amount 1250000

Maintenance CC 1st Year Amount 0

2nd Year Amount 0 0.37

3rd Year Amount 0

4th Year Amount 0

5th Year Amount 0

sub total maint 3375000

Say as in Lakh 33.75

Grand Total 34111973

Grand Total 40252128

Say as in Lakh 402.52

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

PRADHAN MANTRI GRAM SADAK YOJANA

Estimate For Initial Rehabilitation work Year 2025-26

COST ESTIMATE FORRETAINING WALL Year 2025-26

Name of Road T03 Bhilaibazar to Kasira Akhrapali Distt. Korba Block Katghora

RD 4250M to 4320M RD 7550M to 7590M RD4520M to 4600M RD 2150M to 2200M

Sr. no SOR I.No. Description of Item No. Length (m) Width (m) Thickness (m) Qnty. Unit Rate(Rs) Amount( Rs/- )

1 7.1(I) Excavation for structuresas per drawing and technical specifications Clause 305.1 including seting out, construction of shoring and bracing, removal of stumps and othar deletercus material and dis posal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material .Oridanary soil (i) upto 3 m depth

D/S Portion (apron) 3 1.55 0.3 0.00 Cum

U/s portion (apron) 2.25 1.55 0.3 0.00 Cum

2 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

3 7.18 (I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m (I)P.C.C grade M 15 (Nominal mix (1:2.5:5)

4 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Total 110 Rmt 317 34870

6 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing weep holes 0 Nos 239 0

5 7.23(ii) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular Materials

9 10.1 Providing and Laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragement weighing less than 25Kg laid dry complete as per drawing and technical specifications Clause 1301

9 6.16 Providing and fixing guard srone 200x200x250 And given 2 coats oil paint

10 10.5(I) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I)Stone/Boulder

11 10.6 Providing and laying Filter Material underneath pitcing in slopes complete as per drewing specifications Clause 1302 2.3 2 0.1 0 Cum 1660 0

Say in lakh 17.83

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

PRADHAN MANTRI GRAM SADAK YOJANA

Estimate For Initial Rehabilitation work Year 2025-26

COST ESTIMATE FOR 1x1000MM DIA. HPC ( ONE ROW )2025-26

Name of Road T03 Bhilaibazar to Kasira Akhrapali Distt. Korba Block Katghora

Sr. no SOR I.No. Description of Item No. Length (m) Width (m) Thickness (m) Qnty. Unit Rate(Rs) Amount( Rs/- )

1 7.1(I) Excavation for structuresas per drawing and technical specifications Clause 305.1 including seting out, construction of shoring and bracing, removal of stumps and othar deletercus material and dis posal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material .Oridanary soil (i) upto 3 m depth

Pipe portion 1 4 1.55 0.9 5.58

D/S Portion (apron) 3 1.55 0.3 0 Cum

U/s portion (apron) 2.25 1.55 0.3 0 Cum

Total 45.48 Cum 394 17919

2 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Head Wall - Foundation 2 7.5 1.55 0.2 4.65

Head Wall - Upto NBL - Avg Width ( 1.10+1.56)/2 = 1.33m 2 7.5 1.4 1.2 25.20

3 7.18 (I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m (I)P.C.C grade M 15 (Nominal mix (1:2.5:5)

Head Wall - From NBL to Top Av. W = ( 0.40+1.10 )/2 = 0.70 2 7.5 1 2.8 42.00

Deduct Pipe Portion -2 1.18 0.995 -2.35

End Piller 4 0.4 0.4 0.6 0.38

4 7.4(B) Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B)1000 mm dia

6 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing weep holes 0 Nos 239 0

5 7.3(ii) Bedding for Causeway / pipes Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 1 6.88 1.55 0.15 1.60

Total 1.60 Cum 1200 1920

6 7.23(I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material 2 7.5 0.15 1.2 2.70

Total 23.11 Cum 1032 23847

9 10.1 Providing and Laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragement weighing less than 25Kg laid dry complete as per drawing and technical specifications Clause 1301

9 6.16 Providing and fixing guard srone 200x200x250 And given 2 coats oil paint

10 10.5(I) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I)Stone/Boulder

11 10.6 Providing and laying Filter Material underneath pitcing in slopes complete as per drewing specifications Clause 1302 2.3 2 0.1 0 Cum 1660 0

Total Total for one 1000mm dia. One row CD work is Rs /- 435918

Tatao Number Of HPC 1 435918

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

Name of Road T03 Bhilaibazar to Kasira Akhrapali Distt. Korba Block Katghora

Total Length(in Km) 12.5 BT Length(in Km) 12.5 CC Length(in Km) 0

Road ID 0 Road way 9 Carriage Way 5.5

Korba T02 HARDIBAZAR

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

Abstract of Repair/Maitenance Estimate of Completed Road

Name of PIU:- PIU Janjgir (Length in Km & Cost in lakhs)

Sr.No. Name of Road Lenth of Road Cost of special Repair Cost of Renewal Cost of Miner Original Work Cost of Routine Maintenance@ 2.780 lakh per km Total Cost 18% GST Total Cost

1 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF! #REF! #REF!

Sub Engineer Assistant Enginee Executive Engineer

PIU,01 PIU,01 PIU,01

CGRRDA-01 Janjgir CGRRDA-01 Janjgir CGRRDA-01 Janjgir

Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.)

Strip Plan (As Per Work Status)

Name of Road T03 Bhilaibazar to Kasira Akhrapali Distt. Korba Block Katghora

Total Length(in Km) 12.500Km. BT Length(in Km) 12.5 CC Length(in Km) 0

Road ID 0 Road way 9 Carriage Way 5.5

Ex.LSB 0 Ex. Slab Cuvert 5.00 M. Ex. HPC 2

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.a

PIU-Korba PIU-Korba PIU-Korba

PRADHAN MANTRI GRAM SADAK YOJANA

#REF! Package No #REF!

District Janjgir-Champa #REF!

Length (km #REF!

S.No. Item of work Length of Road (KM) Cost Total Cost

1 Part A-Special Maintenance 0.00

2 Part B-General Maintenance #REF! 0.00

Total Road Length (km) #REF! 0.00

3 Part C-Maintenance (For 5 Year) #REF! #REF!

Total Cost of road without Maintenance Rs. 0.00

Total Cost of Road with Maintenance Rs. #REF!

18% GST(Renewal+Maintenance) #REF!

Total Cost of Road #REF!

Cost of Road with Maintenance +18% GST #REF!

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA-01 Janjgir CGRRDA-01 Janjgir CGRRDA-01 Janjgir

Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.)

Type 1 Design of pucca drain

As per SP-20 Page no.117 (Drawing of Drain as per IRC SP:20 Page No. 113 Fig No. 6.2)

These data may be adopted for design of roral road drains in absence of any data

1 Minimum width of Bottom 0.3 m 0.6

2 Minimum Depth 0.3 m

3 Minimum longitudinal grade 0.5% 0.005 0.3

4 Discharge 0.5 cum/sec 0.3 0.43

5 Shape Trapezoidel 150 mm Th

6 Slope (1 in 250), S= 0.004 M-15 Grade area = 0.14 sqm

7 manning's roughness coefficient n= 0.014 PCC

8 Wetted Area (A) = 0.14 sqm

9 Wetted Perimeter(P) = 1.63 m

R=Watted area/Watted perimeter 0.083 m

Manning's Formula

v=(1/n) R2/3 S1/2 0.86 < 6.0 m/sec Hence safe

Q=A.V 0.12 < 0.50 cum/sec Hence safe

Pradhan Mantri Gram Sadak Yojna, Korba, Chhattisgarh

COST ESTIMATE FOR DRAIN

Drain RD 500to 750M Type 2 Design of pucca drain

As per SP-20 Page no.117 (Drawing of Drain as per IRC SP:20 Page No. 113 Fig No. 6.2)

These data may be adopted for design of roral road drains in absence of any data

1 Minimum width of Bottom 0.45 m 0.9

2 Minimum Depth 0.45 m

3 Minimum longitudinal grade 0.5% 0.005 0.45

4 Discharge 0.5 cum/sec 0.55 0.45 0.55

5 Shape Trapezoidel 150 mm Th

6 Slope (1 in 250), S= 0.004 M-15 Grade area = 0.3 sqm

7 manning's roughness coefficient n= 0.014 PCC

8 Wetted Area (A) = 0.30 sqm

9 Wetted Perimeter(P) = 2.45 m

R=Watted area/Watted perimeter 0.124 m

Manning's Formula

v=(1/n) R2/3 S1/2 1.12 < 6.0 m/sec Hence safe

Q=A.V 0.34 < 0.50 cum/sec Hence safe

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.a

PIU-Korba PIU-Korba PIU-Korba

Pradhan Mantri Gram Sadak Yojna, Korba, Chhattisgarh

Reatining Wall RD 4250M to 4320M RD 7550M to 7590M

RD4520M to 4600M

DRAWING OF P.C.C. Retaining Wall WALL

P.C.C. M-15 Grade Cement Concrete 1.84

P.C.C. M-15 Grade Cement Concrete

Sub Engineer Assistant Engineer

CGRRDA,PIU CGRRDA,PIU

JANJGIR - CHAMPA (CG) JANJGIR - CHAMPA (CG)

Sub Engineer Assistant Engineer

PIU-, JANJGIR - CHAMPA (CG) PIU-, JANJGIR - CHAMPA (CG)

TYPICAL CROSS SECTION FOR FLEXIBLE PAVEMENT OF RENEWAL ROAD

0 0 BM+OGPC 20 mm + Seal Coat 0 0

Top Shoulder 150 mm

Earthen Shoulder 150 mm

Sub Engineer Assistant Engineer Executive Engineer

PIU Korba PIU Korba PIU Korba

KORBA (C.G.) KORBA (C.G.) KORBA (C.G.)

TYPICAL CROSS SECTION FOR FLEXIBLE PAVEMENT OF STRENTHENING OF MUNGELI - NAWAGARH ROAD

From Chainage 0 0 0 0

0 0 GSB - 150 mm

Top Shoulder 150 mm

Earthen Shoulder 145mm

Existing Road Width ( m)

0 PIU Korba #REF!

0 KORBA (C.G.) #REF!

TYPICAL CROSS SECTION FOR FLEXIBLE PAVEMENT OF RENEWAL ROAD

From Chainage 0 0 0

0 0 GSB 150 mm Grade V in Two Layer 150 mm +0 mm

saragao to amarua

0 0 KORBA (C.G.)

TYPICAL CROSS SECTION FOR FLEXIBLE PAVEMENT OF RENEWAL ROAD

Sub Engineer Assistant Engineer Executive Engineer

PIU Korba PIU Korba PIU Korba

KORBA (C.G.) KORBA (C.G.) KORBA (C.G.)

Part-I Initial Rehabitation Estimate For Renewal Road Year 2024-25

Pradhan Mantri Gram Sadak Yojna, Janjgir -Champa Chhattisgarh WBM Patch Repairing Sanction year HPC Slab RCI R/Wall (Mtr) Drain (Mtr.)

Name of Road - Katnai To Barpali Katnai To Barpali Block - Akaltara Scaifying WMM Renewal Sanction year date of inspection RoadMarking

PIU Name & No. - P.I.U.- Janjgir Name of District- Janjgir - Champa BT PAVEMENT 4.15 0% 0% 2016-17 02.09.2022

Length (Km) 4.450 Package No. CG 06-32 CC PAVEMENT 0.30 1556.25 3890.625 1582.03 3768.29

S. No. Item ID Description No. Length Width HIGHT/DEPTH Qauntity Unit Rate Amount Completion Date Maint.Complted.Date Cost maint. PerkmCost. Only BT perkm BT+CC PerkmCost.with Maint,

1. Pavement Renewal 30.05.2017 29.05.2022

1 11.12(iii) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 BT RD CC RD MSS PMC & SealCoat

2 3.8(i) Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307

3 11.1 Restoration of Rain Cuts :- Resstoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power ramm cum

4 11.2 (II) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

RD 0 To 4150 Mtr. & RD To Mtr. =4150 Mtr. 0 0 0 0.00 Sqm 20.00 0

5 11.2 (I) Maintenance of shoulder (filling with fresh selected material) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Cost of Pavement Renewal 662541

2. Surface Renewal

6 3.1 Scarifying Existing Granular surface to a Depth of 50 mm Scarifying the existing bituminous/ Granular road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.

8 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

RD 0 To 4150 Mtr. & RD To Mtr. =4150 Mtr. 0 0 0 0.1 0.00

For Profile Correction 5% 0.00

7 11.5 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906. 0 0 0.00 0 0.00 Sqm

8 5.1(i) Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Spec 0 0 0 0 0.00 Sqm

Pot Hole work 35 6.50 2.80 637.00

10 11.3(iii) Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2

9 11.14(1)(i) Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 1 4150 3.75 15562.50 Sqm

RD 0 TO 4150 & TO =4150 Mtr.4 %Extra Widening for Curve portion 4% 622.50

10 11.14(1)(ii) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade bitumen or emulsion to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. By Mechanical Means ii. Bitumen (CG-30)

RD 0 TO 4150 & 0 TO 0=4150 Mtr.4 %Extra Widening for Curve portion 4% 622.50

RD 0 TO 4150 & TO Mtr.=4150 Mtr.0% Extra For BT Patch & Potholes 0% 0.00

11 11.14(1)(iv) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B, Bitumen (VG-30)

RD 0 TO 4150 & 0 TO 0=4150 Mtr.4 %Extra Widening for Curve portion 4% 622.50

Cost of Surface Renewal 4477163

3 Rigid Pavement

12 6.7 Cement Concrete cell fill Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion,construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints,admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to linesand grade as per drawing and Technical Specification Clause 1501 cum 0

Cost of Rigid Pavement Renewal 0

4 Road Furniture

13 9.19(A) Speed Braker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. (A) For 7.50 M Formation Width

RD 30.05.2017 TO 29.05.2022 Mtr.& BT RD TO Mtr.=4150 Mtr. 0% oF Length 4 4.00 Each 22547.00 90188

13 9.18 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. The finished surface to be level, uniform and free from streaks and holes.)

14 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

15 9.8 (i) 5th Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone

15 9.8 (ii) Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone

RD 0 TO 4.45 KM inEvery KM incluing 0 6 0 0 0 6.00 Each 2194.00 13164

17 9.8(iii) Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (iii) 200 m stone (precast)

18 9.17 Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. 186 186.00 Each 472.00 87792

19 9.14 (B) (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 1 0 0 0 1.00 Each 13749.00 13749

20 9.15(A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 2 2.00 Each 14015.00 28030

21 9.16 Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 3 0 0 0 3.00 Each 6626.00 19878

22 11.11 Maintenance of 200 m and KM stones by way of refting of tilled stones repairing with cement mortar clearing repairing and lettering on 200 m KM stone and 5th KM stone as per Technical Specification Clause 1912 1 0 0 0 0

(I) Printing two coat with synthetic enamel paint(km stone and 0.2KM stone) 1 _ _ 0.00 Km 266.00 0

23 11.11 (II) Printing letters and figures of any shade with synthetic enamel paint of any appropved colour give an even shade.(KM stone and 0.2 KM stone) 1 0.00 Km 532.00 0

Cost of Road Furniture Renewal 467249

5.Cross Drainage & Protection Work Maintenance

24 7.1(i)(i) Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

For Retainingwall RD 1 10 1.4 1.0 14.00

25 7.10 (II ) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(Nominal mix (1:2.5:5) 0.00 cum

For Profile Correction In CC 0 300 3.75 0.02 0.00

For Retainingwall RD 1 10 1.4 0.2 2.80

For Retainingwall RD 1 10 0.80 2.40 19.20

For Drain RD 2 300 0.38 228.00

26 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

For Retainingwall RD 11 0.00 11.00

26 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular Materials

For Retainingwall RD 1 10 0.50 2.40 12.00 cum 0

For Drain RD 2 300 0.00 0 0.00 cum 0

27 7.6 Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary

(A) field crossing 600 mm dia 4 10 40 Rmt 2928.00 117120

28 © field crossing 300 mm dia 4 10 40 Rmt 1129.00 45160

29 11.7 (i) Maintenance of hume pipe cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1908 0 2.00 Each 925.00 1850

30 11.7 (ii) Maintenance of Slab cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1909 2 2.00 Each 1979.00 3958

31 11.13 White washing of parapet walls of CD work and tree trunks , white washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause1915 2 50 100.00 Sqm 17.00 1700

Total Cross Drainage & Protection Work Maintenance 1213127

Total Cost Says Rs 16.80

Total Cost Says Rs 16.80

18% GST (Renewal) Says Rs 2.02

Total Cost Of The Road Says Rs 18.82

Maintenance Cost Says Rs 12.38

18% GST(Maintenance) Says Rs 1.49

MaintennanceCost +18% GST Says Rs 13.87

Total Cost Of The Road With Mantenance Says Rs 29.18 24.05

18%GST (Renewal+Maint.) Says Rs 3.50

Total Cost Of The Road With Mantenance Says Rs 32.69

Sub- Engineer Assistant- Engineer Executive Engineer

PIU-01 PIU-01 PIU-01

CGRRDA-01 Janjgir CGRRDA-01 Janjgir CGRRDA-01 Janjgir

Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.)

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

Part C Maintenance of Road ( For 5 Years )

Name of Road - Katnai To Barpali Block -

PIU Name & No. - P.I.U.- JANJGIR Name of District- Janjgir - Champa

Length (Km) 4.45 Package No. CG 06-32

Sr No Descricption Legnth Unit Rate Amount

1 Routine Mantenance for 1st Year after Renewal of Road 4.45 Km 23554 104815

2 Routine Mantenance for 2nd Year after Renewal of Road 4.45 Km 47427 211050

3 Routine Mantenance for 3rd Year after Renewal of Road 4.45 Km 58381 259795

4 Routine Mantenance for 4th Year after Renewal of Road 4.45 Km 69021 307143

5 Routine Mantenance for 5th Year after Renewal of Road 4.45 Km 79815 355177

Total Km 278198 12.380

MaintenanceCost 12.380

18`% GST(Maintenance) 2.228

Totat Maintenance Cost ( Maint.+GST.) 14.608

TotalCost(maint.+Renewal) 29.184

18% GST(Renewal +Maintenance) 5.253

Grand TotalCost(maint.+Renewal) 34.437

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA-01 Janjgir CGRRDA-01 Janjgir CGRRDA-01 Janjgir

Distt. Janjgir Champa(C.G.) Distt : Janjgir - Champa (C.G.) Distt. Janjgir Champa(C.G.)

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA Janjgir PIU-1, CGRRDA Janjgir PIU-1, CGRRDA Janjgir

Dstt.Janjgir-Champa (CG) Dstt.Janjgir-Champa (CG) Dstt.Janjgir-Champa (CG)

1 #REF! 2.Package No. #REF!

3 #REF! 4. Length of The Road (Km) #REF!

Methods (i) Measurement based on Visual Inspection only (ii) Based on Riding Comfort (iii) Based on comfortable Driving Speed possible PCI

S.N Description of Surface Condition Riding Comfort @ 50 km/hr. Normal Driving Speed

1 Very Good Smooth and Pleasant Ride Over 40 km/hr 5

2 Good Comfortable 30 to 40 km/hr 4

3 Fair Slightly Uncomfortable 20 to 30 km/hr 3

4 Poor Rough and Bumpy 10 to 20 km/hr 2

5 Very Poor Dangerous Less than 10 km/hr 1

(iii) Based on confortable Driving Speed Possible

Sr.No. Chainage Comfortable Driving Speed PCI

Sub Enginee Assistant Engineer Executive Engineer

PIU,01 PIU -01 PIU-01

CGRRDA-01 Janjgir CGRRDA-01 Janjgir CGRRDA-01 Janjgir

Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.)

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ROAD FEATURES (GENERAL REPORTS)

1. Previous Detail (History)

1 Name of Road: - #REF!

2 Block: - #REF!

3 District: - Janjgir-Champa

4 Package No.- #REF!

5 Length: - #REF! KM

B.T. Length: - #REF! KM

C.C. Length: - #REF! KM

6 No. of Structure - #REF!

7 Sanctioned Year - #REF!

8 Date of Completion - #REF!

9 5 Years After Maintenance Date #REF!

10 Handover date After Maintenance #REF!

11 Sanctioned cost – Rs. Lakhs

12 Paid Amount – Rs. Lakhs

13 Name of Contractor: - M/S NPCC Ltd.

Executive Engineer

CGRRDA-01 Janjgir

Distt. Janjgir Champa(C.G.)

Technical Report and Specification

1 Name of Work Maintanace of Rural Roads under P.M.G.S.Y.

2 Name of Road Phoplya Road To Chaksangwani Proposed

3 Length of Road (Km) Total Length #REF! Total Length

4 Name of Block Shahpur BT #REF!

5 Estimated Cost #REF! Lacs C.C. #REF!

Add GST 18% 76.20 Lacs River Gap 0.000

Total Cost #REF! Lacs #REF!

6 Head P.M.G.S.Y.

8 Construction Pkg. No. MP- 0354

9 Post 5 Year Pkg. No. MP03 MTN061

10 Package No. MP-03PT0…..

11 History Background This road was constructed under package MP 0345 which was completed on 10.06.2009 hence post five year Mantinance Period will be completing on 30.07.2020 The Length of Road is 1.654 Km. in which BT is 0.009Km. and C.C. is 0.993Km. & River Gap - 0.652Km.

1 Initial Rehabilitation Work :- Provision is made as per guide lines of MPRRDA

2 Annual Routine Maintenance Works : Provision is made as per guide lines of MPRRDA

3 Renewal of Bituminous Surface : Provision is made as per guide lines of MPRRDA

4 Imergency works : Provision is made as per guide lines of MPRRDA

13 Rate's As per SSR w.e.f. 01 Sep. 2017

Sub Engineer Assistant Manager General Manager

M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul

MTN-.066 Renewal of BT Road Period Wise

Toal 0 0 Toal 0 0 0

M.P.R.R.D.A. PIU-1, Betul