NIT 1169 Construction & Maintenance of PMGSY Road Balance work PKG No CG17 300 District-Bijapur

BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

Name of District- West Bastar, Bijapur (C.G.) Block: Bhairamgarh

Package No. : CG 17-300 SOR 2018

Name of Road :- L-050 ROAD RENGAPARA TO TADMENDRI

Length of Road- 19.00 Km

S.No BOQ Item ID BOQ Description Unit Rate Qauntity Amount 1.00 1.5 3.0 6.0 6.2

1 2.1 Setting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) and near all bridges and cross-drainage works made of bricks/stone masonary or concrete and reference pillars made of precast concrete poles/concrete filled 100 mm dia A.C.pipe @ 100 m interval of as required on both sides of the formation width, marking on central line, setting out curves and recording of central line levels and other required levels and distances etc. including setting out of cross-drainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge. Km 20955 19.000 398145 Pavement

2 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. By Manual Means Sqm 1 114000.000 114000

3 3.2 Compacting Original Ground / Existing Embankment Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. Cum 29 17100.000 495900

4 3.8(i) Surface Drains in Soil 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 all lift and lead of 50 m as per Technical Specification Clause 307. Earth Work Summary Sheet (C) m 88 20000.000 1760000

5 3.3 (I) Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Earth Work Summary Sheet (H) Cum 77 11553.168 889594

6 3.4 (ll) Construction of Embankment with Material Obtained from Pits Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR not less than 5) Earth Work Summary Sheet (J) Cum 246 42090.032 10354148

7 3.12.(b) Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) 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. Besides G.S.B. Cum 280 12829.356 3592220

8 4.1 Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) 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) Cum 910 12572.090 11440602

9 9.14 (B) Providing and Fixing Informtory and Logo Board of PMGSY Project 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 Each 19249 5 96245

10 9.15 (A) Providing and fixing 'Citizen Information Board' of PMGSY Project (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 Each 19621 1 19621

11 9.8 (I) Kilometre Stones & Boundary Pillar 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 5th Kilometre Stone (precast) Each 5180 3 15540

12 9.8 (II) Kilometre Stones & Boundary Pillar 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 Ordinary Kilometer Stone (Precast) Each 3072 18 55296

13 9.8 (III) Kilometre Stones & Boundary Pillar 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 200 m stone (precast) Each 648 76 49248

14 7.6 (A) Providing & Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 .(A) 600 mm Dia. Rm 4099 570 2336430

15 7.1 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. Cum 354 228.00 80712

0 Tota Q Ammt To Ammt 1 Tota Q To Amm 0 ToQ Amm 0 ToQ Amm 0 ToQ Amm

1 7.1 Earthwork in excavation for structures 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 side . I. Ordinary soil .(i) Upto 3 m depth Cum 354 1916.68 678505 CD 29.46 0 #REF! #REF! 67.02 67.02 #REF! 61.54 0 #REF! 143.28 0 #REF! 186.7 0 #REF!

2 7.10 (i) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I.) P.C.C grade M 10 Cum 5107 42.67 217926 2.67 0 #REF! #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF!

3 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203 ii P.C.C grade M 15 (i) Nominal mix (1:2.5:5) Cum 5223 1989.85 10392987 47.845 0 #REF! #REF! 50.30 50.3 #REF! 64.64 0 #REF! 117.95 0 #REF! 142.39 0 #REF!

4 7.4 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 (B) 1000 mm dia Rm 6485 120.00 778200 7.50 0 #REF! #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF!

5 7.3 (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5) Cum 5093 17.06 86866 1.066 0 #REF! #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF!

6 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 m I P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum 5387 667.95 3598247 26.75 26.75 #REF! 35.22 0 #REF! 73.66 0 #REF! 108.17 0 #REF!

7 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8II) Sandy material Cum 1603 15.20 24366 0.95 0 #REF! #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF!

9 7.27 (I) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 Cum 6839 60.22 411845 2.69 2.69 #REF! 3.12 0 #REF! 3.41 0 #REF! 4.85 0 #REF!

8 7.27 (II) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix) Cum 6712 152.40 1022909 0 #REF! #REF! 4.72 4.72 #REF! 9.41 0 #REF! 25.17 0 #REF! 44.25 0 #REF!

10 7.29 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 77998 13.00 1013880 0 #REF! #REF! 0.3583 0.3583 #REF! 0.7041 0 #REF! 3.4122 0 #REF! 5.5719 0 #REF!

11 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 Cum 335 220.00 73700 0 #REF! #REF! 10 10 #REF! 10 0 #REF! 20 0 #REF! 20 0 #REF!

12 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 431 252.00 108612 0 #REF! #REF! 12 12 #REF! 12 0 #REF! 12 0 #REF! 18 0 #REF!

13 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material Cum 1025.00 933.23 956561 0 #REF! #REF! 39.6 39.6 #REF! 45.96 0 #REF! 96.71 0 #REF! 113.99 0 #REF!

14 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Cum 2115.00 2.00 4230 0 #REF! #REF! 0 0 #REF! 0 0 #REF! 2 0 #REF! 4 0 #REF!

Total of Construction work 51066535.00 #REF! #REF! 213.4383 213.4383 #REF! 242.5941 0 #REF! 497.5922 0 #REF! 647.9219 0 #REF!

1 1 Maintenance of Road for First Year Km. 30000.00 19.00 570000

2 2 Maintenance of Road for Second Year Km. 40000.00 19.00 760000

3 3 Maintenance of Road for Third Year Km. 70000.00 19.00 1330000 #REF! #REF! #REF! #REF! #REF!

4 4 Maintenance of Road for Fourth Year Km. 110000.00 19.00 2090000

5 5 Maintenance of Road for Fifth Year Km. 150000.00 19.00 2850000

Total of Maintenance work 7600000.00

Grand Total 58666535.00

BOQ Total Say Rs. 586.67 Lakhs

Total Cost Including GST 12 % Say Rs. 657.07 Lakhs

Executive Engineer cum Member Secretay

Project Implementation Unit No. -01

Pradhan Mantri Gram Sadak Yojana Bijapur

District West Bastar, Bijapur

BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

Name of District- West Bastar, Bijapur (C.G.) Block: Bhairamgarh

Package No. : CG 17-300 SOR 2018

Name of Road :- L-050 ROAD RENGAPARA TO TADMENDRI

Length of Road- 19.00 Km

S.No BOQ Item ID BOQ Description Unit Rate Qauntity Amount #REF! 1.00 1.5 3.0 6.0 6.2

1 2.1 Setting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) and near all bridges and cross-drainage works made of bricks/stone masonary or concrete and reference pillars made of precast concrete poles/concrete filled 100 mm dia A.C.pipe @ 100 m interval of as required on both sides of the formation width, marking on central line, setting out curves and recording of central line levels and other required levels and distances etc. including setting out of cross-drainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge. Km 20955 12.000 251460 #REF!

2 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. By Manual Means Sqm 1 66000.000 66000 #REF!

3 3.2 Compacting Original Ground / Existing Embankment Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. Cum 29 9900.000 287100

4 3.8(i) Surface Drains in Soil 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 all lift and lead of 50 m as per Technical Specification Clause 307. Earth Work Summary Sheet (C) m 88 11579.000 1018952 27500

5 3.3 (I) Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Earth Work Summary Sheet (H) Cum 77 6688.678 515028.206 #REF!

6 3.4 (ll) Construction of Embankment with Material Obtained from Pits Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR not less than 5) Earth Work Summary Sheet (J) Cum 246 24367.914 5994506.844 #REF!

7 3.12.(b) Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) 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. Besides G.S.B. Cum 280 12829.356 3592219.68

8 4.1 Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) 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) Cum 910 12572.090 11440601.9

9 9.14 (B) Providing and Fixing Informtory and Logo Board of PMGSY Project 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 Each 19249 5.000 96245

10 9.15 (A) Providing and fixing 'Citizen Information Board' of PMGSY Project (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 Each 19621 1.000 19621

11 9.8 (I) Kilometre Stones & Boundary Pillar 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 5th Kilometre Stone (precast) Each 5180 3.000 15540

12 9.8 (II) Kilometre Stones & Boundary Pillar 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 Ordinary Kilometer Stone (Precast) Each 3072 18.000 55296

13 9.8 (III) Kilometre Stones & Boundary Pillar 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 200 m stone (precast) Each 648 76.000 49248

14 7.6 (A) Providing & Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 .(A) 600 mm Dia. Rm 4099 570.000 2336430

15 7.1 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. Cum 354 228.000 80712

0.000 0 0 Tota Q Ammt To Ammt 1 Tota Q To Amm 0 ToQ Amm 0 ToQ Amm 0 ToQ Amm

1 7.1 Earthwork in excavation for structures 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 side . I. Ordinary soil .(i) Upto 3 m depth Cum 354 1721.480 609403.92 CD 29.46 0 #REF! #REF! 67.02 67.02 #REF! 61.54 0 #REF! 143.28 0 #REF! 186.7 0 #REF!

2 7.10 (i) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I.) P.C.C grade M 10 Cum 5107 42.672 217925.904 2.67 0 #REF! #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF!

3 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203 ii P.C.C grade M 15 (i) Nominal mix (1:2.5:5) Cum 5223 1913.710 9995307.33 47.845 0 #REF! #REF! 50.30 50.3 #REF! 64.64 0 #REF! 117.95 0 #REF! 142.39 0 #REF!

4 7.4 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 (B) 1000 mm dia Rm 6485 120.000 778200 7.50 0 #REF! #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF!

5 7.3 (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5) Cum 5093 17.056 86866.208 1.066 0 #REF! #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF!

6 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 m I P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum 5387 614.800 3311927.6 2.1 26.75 26.75 #REF! 35.22 0 #REF! 73.66 0 #REF! 108.17 0 #REF!

7 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8II) Sandy material Cum 1603 15.200 24365.6 1.8 0.95 0 #REF! #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF! 0 0 #REF!

9 7.27 (I) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 Cum 6839 60.220 411844.58 8.1 2.69 2.69 #REF! 3.12 0 #REF! 3.41 0 #REF! 4.85 0 #REF!

8 7.27 (II) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix) Cum 6712 140.400 942364.8 0 #REF! #REF! 4.72 4.72 #REF! 9.41 0 #REF! 25.17 0 #REF! 44.25 0 #REF!

10 7.29 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 77998 12.329 961621.7424 0 #REF! #REF! 0.3583 0.3583 #REF! 0.7041 0 #REF! 3.4122 0 #REF! 5.5719 0 #REF!

11 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 Cum 335 205.000 68675 0 #REF! #REF! 10 10 #REF! 10 0 #REF! 20 0 #REF! 20 0 #REF!

12 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 431 237.000 102147 0 #REF! #REF! 12 12 #REF! 12 0 #REF! 12 0 #REF! 18 0 #REF!

13 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material Cum 1025.00 893.590 915929.75 0 #REF! #REF! 39.6 39.6 #REF! 45.96 0 #REF! 96.71 0 #REF! 113.99 0 #REF!

14 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Cum 2115.00 2.000 4230 0 #REF! #REF! 0 0 #REF! 0 0 #REF! 2 0 #REF! 4 0 #REF!

TOTAL of Construction work 44249770.06 #REF! #REF! 213.4383 213.4383 #REF! 242.5941 0 #REF! 497.5922 0 #REF! 647.9219 0 #REF!

TOTAL of Construction work I/c GST 52214728.68

1 1 Maintenance of Road for First Year Km. 30000.00 19.00 570000

2 2 Maintenance of Road for Second Year Km. 40000.00 19.00 760000

3 3 Maintenance of Road for Third Year Km. 70000.00 19.00 1330000 #REF! #REF! #REF! #REF! #REF!

4 4 Maintenance of Road for Fourth Year Km. 110000.00 19.00 2090000

5 5 Maintenance of Road for Fifth Year Km. 150000.00 19.00 2850000

TOTAL of Maintenece work 7600000.00

TOTAL of Maintenece work I/c GST 8968000.00

Say Rs. 611.83 Lakhs

Executive Engineer cum Member Secretay

Project Implementation Unit No. -01

Pradhan Mantri Gram Sadak Yojana Bijapur

District West Bastar, Bijapur