NIT 1184 Construction & Maintenance of PMGSY Road Balance work PKG No CG17 -12 District-Bijapur

BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

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

Name Of Road- Chinnajojer to Chokhanpal L 031

Package No. : CG 1712 Length of Road - 12.00 Km

] BOQ Item ID BOQ Description Unit Qauntity Rate Amount 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 filled100mm 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. levels and other required levels and distances etc. including setting out of cross- drainge structures & bridges with required reference pillars and marking etc. as directed by engineer-in-Charge. Km 12.00 20000 240000 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. Sqm 48000.00 1 48000

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 7200.00 31 223200

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 a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. m 852.00 56 47712

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 Cum 1484.54 65 96495

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 more than 5) Cum 27469.85 227 6235656

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. Cum 6979.75 237 1654201

8 4.1 (a) 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 (A) Crushed Stone material. Cum 5969.76 1148 6853284

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 Sqm 3.78 7431 28089

10 9.2 B Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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. FOR LOGO BOARD OF PMGSY Sqm 2.16 6534 14113

11 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 2 20902 41804

12 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 2 15767 31534

13 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. 1. 5th Kilometre Stone (precast) Each 2 4000 8000

14 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. 2. Ordinary Kilometer Stone (Precast) Each 12 2334 28008

15 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. 3. 200 m stone (precast) Each 48 576 27648

16 9.9 Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 Each 120 685 82200

17 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 120.00 4010 481200

18 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) PCC grade M 15 (I) Nominal mix (1:2.5:5) Cum 17.40 5643 98188

19 7.10 (I) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (Nominal mix 1:3:6) Cum 0.70 5408 3809

20 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. (I) Ordainery Soil (i) Upto 3 M Depth Cum 48.00 225 10800

19 10.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder Cum 0.00 2002 0

20 10.11 (III) Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 III. Cement concrete grade M 10 in case of concrete block pitching P.C.C grade M 10 (Nominal mix 1:3:6) RETAINING WALL O TO 100 M BOTH SIDE Cum 0.00 5365 0

7.00 Tota Q Ammt To Ammt 4.0 Tota Q To Amm 4 ToQ Amm 5 Amm

21 3.5 (i) Excavation in Cutting in Soil manual means Excavation for roadway in soil for carrying of cut earth to cum embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Cum 80.00 96 7680

22 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. Cum 39.90 5335 212867

23 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. (I) Ordainery Soil (i) Upto 3 M Depth Cum 1826.26 225 410909 CD 82.89 580.2601 18651.2175 130558.5225 131.41 525.64 118269 180.09 720.36 162081 153.92 769.6

24 7.10 (III) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203 III. P.C.C grade M 20(Nominal mix (1:2:4) Cum 1056.37 6195 6544212 49.8 348.81 308696.85 2160877.95 76.09 304.36 1885510.2 100.8 403.2 2497824 24 120

25 7.10 (I) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203 I. P.C.C grade M 10 (Nominal mix 1:3:6 Cum 80.22 5408 433819 3.37 23.618 18246.592 127726.144 5.86 23.44 126763.52 8.29 33.16 179329.28 24 120

26 7.18 (II) Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specification Clause 802,804,805,806,807,1202 & 1204, For height upto 5 m II. P.C.C. grade M 20 (Nominal mix (1:2:4) Cum 946.04 6335 5993163 35.00 245 221725 1552075 69.24 276.96 1754541.6 106.02 424.08 2686546.8 123.05 615.25

27 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 Nos 286.00 386 110396 18.00 126 6948 48636 18 72 27792 22 88 33968 14.24 71.2

28 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 Cum 345.79 1872 647319 6.04 42.3101 11314.9296 79204.5072 23.86 95.44 178663.68 52.01 208.04 389450.88 13.5 67.5

29 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 191.18 7577 1448566 4.09 28.6594 31021.7534 217152.2738 9.16 36.64 277621.28 31.47 125.88 953792.76 35.31 176.55

30 7.27 (I) (i) 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 4.20 7027 29513

31 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 For Slab MT 11.83 83721 990193 0.31 2.1693 25945.1379 181615.9653 0.648 2.592 217004.832 1.735 6.94 581023.74 25.2 126

32 7.29 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. For Cap Beam & Dirt Wall MT 0.00 85541 0 0.00 0 0 0 0 0 0 0 0 0 0

32 7.31 Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification. Clauses 800 and 1206.3 Cum 31.49 13457 423819 1.18 8.2943 15945.1993 111616.3951 2 8 107656 3.80 15.2 204546.4 3.96 19.8

33 7.41 (II) Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 180.00 479 86220 12.00 84 5748 40236 12 48 22992 12 48 22992 9.45 47.25

34 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material Cum 372.87 916.00 341549 12.12 84.8701 11105.8588 77741.0116 30.9 123.6 113217.6 41.1 164.4 150590.4 0

35 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Nos 16.00 2285.00 36560 0.00 0 0 0 0 0 0 4 16 36560 0

36 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302. Bank Slope Cum 179.26 2320.00 415883 7.45 52.1801 17293.976 121057.832 12.1 48.4 112288 19.67 78.68 182537.6 0

37 10.1 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 Cum 132.79 2002.00 265846 3.24 22.7101 6495.0886 45465.6202 8.9 35.6 71271.2 18.62 74.48 149108.96 0

1 1 Maintenance of Road for First Year Km. 12.00 30000.00 360000.00

2 2 Maintenance of Road for Second Year Km. 12.00 40000.00 480000.00

3 3 Maintenance of Road for Third Year Km. 12.00 70000.00 840000.00 181.45

4 4 Maintenance of Road for Fourth Year Km. 12.00 110000.00 1320000.00

5 5 Maintenance of Road for Fifth Year Km. 12.00 150000.00 1800000.00

Total of Maintenance work 4800000.00 30.45

Grand Total 39452455.00

394.52 Say Rs. Lakhs

DPR CHARGE 180000 15000

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: Bijapur

Name Of Road- Chinnajojer to Chokhanpal L 031

Package No. : CG 1712 Length of Road - 12.00 Km

] BOQ Item ID BOQ Description Unit Qauntity Rate Amount 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 filled100mm 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. levels and other required levels and distances etc. including setting out of cross- drainge structures & bridges with required reference pillars and marking etc. as directed by engineer-in-Charge. Km 7.50 20000 150000 Pavement 0.375

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. Sqm 30000.00 1 30000 37.5

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 4500.00 31 139500 2812.5 18750 7500

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 a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. m 532.00 56 29792 332.5 4500

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 Cum 927.84 65 60309 579.898125

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 more than 5) Cum 17168.66 227 3897285 10730.41

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. Cum 6979.75 237 1654201

8 4.1 (a) 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 (A) Crushed Stone material. Cum 5969.76 1148 6853284

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 Sqm 3.78 7431 28089

10 9.2 B Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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. FOR LOGO BOARD OF PMGSY Sqm 2.16 6534 14113

11 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 1 20902 20902

12 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 1 15767 15767

13 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. 1. 5th Kilometre Stone (precast) Each 2 4000 8000

14 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. 2. Ordinary Kilometer Stone (Precast) Each 12 2334 28008

15 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. 3. 200 m stone (precast) Each 48 576 27648

16 9.9 Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 Each 120 685 82200

17 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 120.00 4010 481200

18 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) PCC grade M 15 (I) Nominal mix (1:2.5:5) Cum 17.40 5643 98188

19 7.10 (I) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (Nominal mix 1:3:6) Cum 0.70 5408 3809

20 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. (I) Ordainery Soil (i) Upto 3 M Depth Cum 48.00 225 10800

19 10.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder Cum 0.00 2002 0

20 10.11 (III) Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 III. Cement concrete grade M 10 in case of concrete block pitching P.C.C grade M 10 (Nominal mix 1:3:6) RETAINING WALL O TO 100 M BOTH SIDE Cum 0.00 5365 0

7.00 Tota Q Ammt To Ammt 4.0 Tota Q To Amm 4 ToQ Amm 5 Amm

21 3.5 (i) Excavation in Cutting in Soil manual means Excavation for roadway in soil for carrying of cut earth to cum embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Cum 80.00 96 7680

22 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. Cum 39.90 5335 212867

23 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. (I) Ordainery Soil (i) Upto 3 M Depth Cum 1826.26 225 410909 CD 82.89 580.2601 18651.2175 130558.5225 131.41 525.64 118269 180.09 720.36 162081 153.92 769.6

24 7.10 (III) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203 III. P.C.C grade M 20(Nominal mix (1:2:4) Cum 1056.37 6195 6544212 49.8 348.81 308696.85 2160877.95 76.09 304.36 1885510.2 100.8 403.2 2497824 24 120

25 7.10 (I) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203 I. P.C.C grade M 10 (Nominal mix 1:3:6 Cum 80.22 5408 433819 3.37 23.618 18246.592 127726.144 5.86 23.44 126763.52 8.29 33.16 179329.28 24 120

26 7.18 (II) Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specification Clause 802,804,805,806,807,1202 & 1204, For height upto 5 m II. P.C.C. grade M 20 (Nominal mix (1:2:4) Cum 946.04 6335 5993163 35.00 245 221725 1552075 69.24 276.96 1754541.6 106.02 424.08 2686546.8 123.05 615.25

27 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 Nos 286.00 386 110396 18.00 126 6948 48636 18 72 27792 22 88 33968 14.24 71.2

28 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 Cum 345.79 1872 647319 6.04 42.3101 11314.9296 79204.5072 23.86 95.44 178663.68 52.01 208.04 389450.88 13.5 67.5

29 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 191.18 7577 1448566 4.09 28.6594 31021.7534 217152.2738 9.16 36.64 277621.28 31.47 125.88 953792.76 35.31 176.55

30 7.27 (I) (i) 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 4.20 7027 29513

31 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 For Slab MT 11.83 83721 990193 0.31 2.1693 25945.1379 181615.9653 0.648 2.592 217004.832 1.735 6.94 581023.74 25.2 126

32 7.29 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. For Cap Beam & Dirt Wall MT 0.00 85541 0 0.00 0 0 0 0 0 0 0 0 0 0

32 7.31 Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification. Clauses 800 and 1206.3 Cum 31.49 13457 423819 1.18 8.2943 15945.1993 111616.3951 2 8 107656 3.80 15.2 204546.4 3.96 19.8

33 7.41 (II) Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 180.00 479 86220 12.00 84 5748 40236 12 48 22992 12 48 22992 9.45 47.25

34 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material Cum 372.87 916.00 341549 12.12 84.8701 11105.8588 77741.0116 30.9 123.6 113217.6 41.1 164.4 150590.4 0

35 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Nos 16.00 2285.00 36560 0.00 0 0 0 0 0 0 4 16 36560 0

36 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302. Bank Slope Cum 179.26 2320.00 415883 7.45 52.1801 17293.976 121057.832 12.1 48.4 112288 19.67 78.68 182537.6 0

37 10.1 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 Cum 132.79 2002.00 265846 3.24 22.7101 6495.0886 45465.6202 8.9 35.6 71271.2 18.62 74.48 149108.96 0

1 1 Maintenance of Road for First Year Km. 12.00 30000.00 360000.00

2 2 Maintenance of Road for Second Year Km. 12.00 40000.00 480000.00

3 3 Maintenance of Road for Third Year Km. 12.00 70000.00 840000.00 181.45

4 4 Maintenance of Road for Fourth Year Km. 12.00 110000.00 1320000.00

5 5 Maintenance of Road for Fifth Year Km. 12.00 150000.00 1800000.00

Total of Maintenance work 4800000.00 30.45

DPR CHARGE 180000 15000

Executive Engineer cum Member Secretay

Project Implementation Unit No. -01

Pradhan Mantri Gram Sadak Yojana Bijapur

District West Bastar, Bijapur