NIT 1190 Construction & Maintenance of PMGSY Road Balance work PKG No CG CG-17-22 (ii) District-Bija

BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

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

Na,e of Road - Gangalur badepara L036

Package No. : - CG 1727 Length of Road - 2.00 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 2.00 20000 40000 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 8000.00 1 8000

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 1200.00 31 37200

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 1897.20 56 106243

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 932.04 65 60583

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 4306.30 227 977530

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 1165.26 237 276167

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 1006.36 1148 1155301

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 1.08 7431 8025

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 0.36 6534 2352

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 0 4000 0

13 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 2 2334 4668

14 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 8 576 4608

15 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 20 685 13700

16 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 100.00 4010 401000

17 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

18 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

19 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 40.00 225 9000

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

3.00 Tota Q Ammt To Ammt 0.0 Tota Q To Amm 0 ToQ Amm 5 Amm

20 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 40.00 96 3840

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. Cum 19.95 5335 106433

22 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 248.68 225 55954 CD 82.89 248.68 18651.2 55953.7 131.41 0.00 0.0 180.09 0.00 0.00 153.92 769.6

23 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 149.49 6195 926091 49.83 149.49 308696.9 926090.6 76.09 0.00 0.0 100.80 0.00 0.00 24 120

24 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 10.12 5408 54740 3.37 10.12 18246.6 54739.8 5.86 0.00 0.0 8.29 0.00 0.00 24 120

25 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 105.00 6335 665175 35.00 105.00 221725.0 665175.0 69.24 0.00 0.0 106.02 0.00 0.00 123.05 615.25

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 Nos 54.00 386 20844 18.00 54.00 6948.0 20844.0 18.00 0.00 0.0 22.00 0.00 0.00 14.24 71.2

27 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 18.13 1872 33945 6.04 18.13 11314.9 33944.8 23.86 0.00 0.0 52.01 0.00 0.00 13.5 67.5

28 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 12.28 7577 93065 4.09 12.28 31021.8 93065.3 9.16 0.00 0.0 31.47 0.00 0.00 35.31 176.55

29 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 2.10 7027 14757

30 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 0.99 83721 83110 0.31 0.93 25945.1 77835.4 0.65 0.00 0.0 1.74 0.00 0.00 25.2 126

31 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 0.00 0.0 0.0 0.00 0.00 0.0 0.00 0.00 0.00 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 3.55 13457 47836 1.18 3.55 15945.2 47835.6 2.00 0.00 0.0 3.80 0.00 0.00 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 36.00 479 17244 12.00 36.00 5748.0 17244.0 12.00 0.00 0.0 12.00 0.00 0.00 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 36.37 916.00 33318 12.12 36.37 11105.9 33317.6 30.90 0.00 0.0 41.10 0.00 0.00 0

35 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Nos 0.00 2285.00 0 0.00 0.00 0.0 0.0 0.00 0.00 0.0 4.00 0.00 0.00 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 22.36 2320.00 51882 7.45 22.36 17294.0 51881.9 12.10 0.00 0.0 19.67 0.00 0.00 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 9.73 2002.00 19485 3.24 9.73 6495.1 19485.3 8.90 0.00 0.0 18.62 0.00 0.00 0

1 1 Maintenance of Road for First Year Km. 2.00 30000.00 60000.00 0.236

2 2 Maintenance of Road for Second Year Km. 2.00 40000.00 80000.00 55.31031

3 3 Maintenance of Road for Third Year Km. 2.00 70000.00 140000.00 20.94

4 4 Maintenance of Road for Fourth Year Km. 2.00 110000.00 220000.00

5 5 Maintenance of Road for Fifth Year Km. 2.00 150000.00 300000.00

Total of Maintenance work 800000.00 8.00 30.45

Grand Total 6307431.00

63.07 Say Rs. Lakhs

DPR CHARGE 30000 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.)

Name of Road - Gangalur badepara

Package No. : - CG1722 (ii) Length of Road -

SN BOQ Item ID BOQ Description Unit Rate Ganglur to Gongala Length- 7.00 Km 1.5 3.0 6.0 6.2

Qauntity Amount

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 20000 7 140000 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 1 28000 28000

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 31 4200 130200

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 56 6480 362880

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 65 3048.1 198127

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 227 14745.53 3347235

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 237 4080.38 967050

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 1148 3477.96 3992698

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 7431 1.62 12038

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 6534 1.08 7057

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 20902 2 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 15767 2 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 4000 1 4000

13 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 2334 7 16338

14 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 576 28 16128

15 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 685 70 47950

16 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 4010 100 401000

17 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 5643 17.4 98188

18 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 5408 0.70 3809

19 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 225 40 9000

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 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 5365 0

0 3.00 Tota Q Ammt To Ammt 0.0 Tota Q To Amm 0 ToQ Amm 5 Amm

20 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 96 0 0

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. Cum 5335 0 0

22 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 225 760.2 171042 CD 82.89 248.68 18651.2 55953.7 131.41 0.00 0.0 180.09 0.00 0.00 153.92 769.6

23 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 6195 451.2 2794936 49.83 149.49 308696.9 926090.6 76.09 0.00 0.0 100.80 0.00 0.00 24 120

24 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 5408 32.0 172861 3.37 10.12 18246.6 54739.8 5.86 0.00 0.0 8.29 0.00 0.00 24 120

25 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 6335 348.5 2207621 35.00 105.00 221725.0 665175.0 69.24 0.00 0.0 106.02 0.00 0.00 123.05 615.25

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 Nos 386 144.0 55584 18.00 54.00 6948.0 20844.0 18.00 0.00 0.0 22.00 0.00 0.00 14.24 71.2

27 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 1872 84.0 157221 6.04 18.13 11314.9 33944.8 23.86 0.00 0.0 52.01 0.00 0.00 13.5 67.5

28 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 7577 42.9 324941 4.09 12.28 31021.8 93065.3 9.16 0.00 0.0 31.47 0.00 0.00 35.31 176.55

29 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 7027 0.0 0

30 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 83721 3.2 264173 0.31 0.93 25945.1 77835.4 0.65 0.00 0.0 1.74 0.00 0.00 25.2 126

31 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 85541 0.0 0 0.00 0.00 0.0 0.0 0.00 0.00 0.0 0.00 0.00 0.00 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 13457 11.1 149499 1.18 3.55 15945.2 47835.6 2.00 0.00 0.0 3.80 0.00 0.00 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 479 96.0 45984 12.00 36.00 5748.0 17244.0 12.00 0.00 0.0 12.00 0.00 0.00 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 916.00 134.5 123244 12.12 36.37 11105.9 33317.6 30.90 0.00 0.0 41.10 0.00 0.00 0

35 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Nos 2285.00 0.0 0 0.00 0.00 0.0 0.0 0.00 0.00 0.0 4.00 0.00 0.00 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 2320.00 68.9 159908 7.45 22.36 17294.0 51881.9 12.10 0.00 0.0 19.67 0.00 0.00 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 2002.00 37.3 74606 3.24 9.73 6495.1 19485.3 8.90 0.00 0.0 18.62 0.00 0.00 0

1 1 Maintenance of Road for First Year Km. 30000.00 7.00 210000 0.236

2 2 Maintenance of Road for Second Year Km. 40000.00 7.00 280000 #REF!

3 3 Maintenance of Road for Third Year Km. 70000.00 7.00 490000 20.94

4 4 Maintenance of Road for Fourth Year Km. 110000.00 7.00 770000

5 5 Maintenance of Road for Fifth Year Km. 150000.00 7.00 1050000

Total of Maintenance work 2800000.00 #REF! 30.45

Grand Total 19356656.00

Say Rs. 193.57 Lakhs

BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

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

Name of Road - Gangalur badepara

Package No. : - CG1722 Length of Road -

SN BOQ Item ID BOQ Description Unit Rate Gangalur Gagrapara Length- 0.95 Km 1.5 3.0 6.0 6.2

Qauntity Amount

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 20000 0.95 19000 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 1 3800 3800

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 31 570 17670

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 56 822 46032

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 65 378.53 24604

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 227 1368.5 310650

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 237 554.17 131338

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 1148 486.14 558089

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 7431 1.62 12038

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 6534 0 0

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 20902 2 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 15767 2 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 4000 0 0

13 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 2334 0 0

14 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 576 3 1728

15 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 685 9 6165

16 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 4010 100 401000

17 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 5643 17.4 98188

18 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 5408 0.70 3809

19 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 225 40 9000

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 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 5365 0

0 3.00 Tota Q Ammt To Ammt 0.0 Tota Q To Amm 0 ToQ Amm 5 Amm

20 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 96 0 0

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. Cum 5335 0 0

22 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 225 82.89 18651 CD 82.89 248.68 18651.2 55953.7 131.41 0.00 0.0 180.09 0.00 0.00 153.92 769.6

23 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 6195 49.83 308697 49.83 149.49 308696.9 926090.6 76.09 0.00 0.0 100.80 0.00 0.00 24 120

24 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 5408 3.37 18247 3.37 10.12 18246.6 54739.8 5.86 0.00 0.0 8.29 0.00 0.00 24 120

25 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 6335 35.00 221725 35.00 105.00 221725.0 665175.0 69.24 0.00 0.0 106.02 0.00 0.00 123.05 615.25

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 Nos 386 18.00 6948 18.00 54.00 6948.0 20844.0 18.00 0.00 0.0 22.00 0.00 0.00 14.24 71.2

27 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 1872 6.04 11315 6.04 18.13 11314.9 33944.8 23.86 0.00 0.0 52.01 0.00 0.00 13.5 67.5

28 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 7577 4.09 31022 4.09 12.28 31021.8 93065.3 9.16 0.00 0.0 31.47 0.00 0.00 35.31 176.55

29 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 7027 0.00 0

30 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 83721 0.31 25945 0.31 0.93 25945.1 77835.4 0.65 0.00 0.0 1.74 0.00 0.00 25.2 126

31 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 85541 0.00 0 0.00 0.00 0.0 0.0 0.00 0.00 0.0 0.00 0.00 0.00 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 13457 1.18 15945 1.18 3.55 15945.2 47835.6 2.00 0.00 0.0 3.80 0.00 0.00 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 479 12.00 5748 12.00 36.00 5748.0 17244.0 12.00 0.00 0.0 12.00 0.00 0.00 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 916.00 12.12 11106 12.12 36.37 11105.9 33317.6 30.90 0.00 0.0 41.10 0.00 0.00 0

35 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Nos 2285.00 0.00 0 0.00 0.00 0.0 0.0 0.00 0.00 0.0 4.00 0.00 0.00 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 2320.00 7.45 17294 7.45 22.36 17294.0 51881.9 12.10 0.00 0.0 19.67 0.00 0.00 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 2002.00 3.24 6495 3.24 9.73 6495.1 19485.3 8.90 0.00 0.0 18.62 0.00 0.00 0

1 1 Maintenance of Road for First Year Km. 30000.00 0.95 28500 0.236

2 2 Maintenance of Road for Second Year Km. 40000.00 0.95 38000 #REF!

3 3 Maintenance of Road for Third Year Km. 70000.00 0.95 66500 20.94

4 4 Maintenance of Road for Fourth Year Km. 110000.00 0.95 104500

5 5 Maintenance of Road for Fifth Year Km. 150000.00 0.95 142500

Total of Maintenance work 380000.00 #REF! 30.45

Grand Total 2795587.00

Say Rs. 27.96 Lakhs

BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

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

Name of Road - Gangalur badepara

Package No. : - CG1722 Length of Road - 2.00

SN BOQ Item ID BOQ Description Unit Rate Gangalur badepara Length- 2.00 1.5 3.0 6.0 6.2

Qauntity Amount

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 20000 2.00 40000

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 1 8000.00 8000

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 31 1200.00 37200

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 56 1897.20 106243

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 65 932.04 60583

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 227 4306.30 977530

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 237 1165.26 276167

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 1148 1006.36 1155301

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 7431 1.08 8025

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 6534 0.36 2352

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 20902 2 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 15767 2 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 4000 0 0

13 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 2334 2 4668

14 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 576 8 4608

15 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 685 20 13700

16 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 4010 100.00 401000

17 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 5643 17.40 98188

18 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 5408 0.70 3809

19 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 225 40.00 9000

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 2002 0.00 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 5365 0.00 0

3.00 Tota Q Ammt To Ammt 0.0 Tota Q To Amm 0 ToQ Amm 5 Amm

20 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 96 40.00 3840

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. Cum 5335 19.95 106433

22 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 225 248.68 55954 82.89 248.68 18651.2 55953.7 131.41 0.00 0.0 180.09 0.00 0.00 153.92 769.6

23 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 6195 149.49 926091 49.83 149.49 308696.9 926090.6 76.09 0.00 0.0 100.80 0.00 0.00 24 120

24 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 5408 10.12 54740 3.37 10.12 18246.6 54739.8 5.86 0.00 0.0 8.29 0.00 0.00 24 120

25 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 6335 105.00 665175 35.00 105.00 221725.0 665175.0 69.24 0.00 0.0 106.02 0.00 0.00 123.05 615.25

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 Nos 386 54.00 20844 18.00 54.00 6948.0 20844.0 18.00 0.00 0.0 22.00 0.00 0.00 14.24 71.2

27 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 1872 18.13 33945 6.04 18.13 11314.9 33944.8 23.86 0.00 0.0 52.01 0.00 0.00 13.5 67.5

28 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 7577 12.28 93065 4.09 12.28 31021.8 93065.3 9.16 0.00 0.0 31.47 0.00 0.00 35.31 176.55

29 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 7027 2.10 14757

30 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 83721 0.99 83110 0.31 0.93 25945.1 77835.4 0.65 0.00 0.0 1.74 0.00 0.00 25.2 126

31 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 85541 0.00 0 0.00 0.00 0.0 0.0 0.00 0.00 0.0 0.00 0.00 0.00 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 13457 3.55 47836 1.18 3.55 15945.2 47835.6 2.00 0.00 0.0 3.80 0.00 0.00 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 479 36.00 17244 12.00 36.00 5748.0 17244.0 12.00 0.00 0.0 12.00 0.00 0.00 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 916.00 36.37 33318 12.12 36.37 11105.9 33317.6 30.90 0.00 0.0 41.10 0.00 0.00 0

35 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Nos 2285.00 0.00 0 0.00 0.00 0.0 0.0 0.00 0.00 0.0 4.00 0.00 0.00 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 2320.00 22.36 51882 7.45 22.36 17294.0 51881.9 12.10 0.00 0.0 19.67 0.00 0.00 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 2002.00 9.73 19485 3.24 9.73 6495.1 19485.3 8.90 0.00 0.0 18.62 0.00 0.00 0

1 1 Maintenance of Road for First Year Km. 30000.00 2.00 60000.00

2 2 Maintenance of Road for Second Year Km. 40000.00 2.00 80000.00

3 3 Maintenance of Road for Third Year Km. 70000.00 2.00 140000.00 20.94

4 4 Maintenance of Road for Fourth Year Km. 110000.00 2.00 220000.00

5 5 Maintenance of Road for Fifth Year Km. 150000.00 2.00 300000.00

Total of Maintenance work 800000.00 8.00 30.45

Grand Total 6307431.00

Say Rs. 63.07 Lakhs

DPR CHARGE 15000

SN BOQ Item ID BOQ Description Unit Rate Total

Qauntity Amount

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 20000 9.95 199000

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 1 39800 39800

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 31 5970 185070

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 56 9199.2 515155

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 65 4358.67 283314

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 227 20420.33 4635415

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 237 5799.81 1374555

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 1148 4970.46 5706088

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 7431 4.32 32101

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 6534 1.44 9409

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 20902 6 125412

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 15767 6 94602

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 4000 1 4000

13 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 2334 9 21006

14 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 576 39 22464

15 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 685 99 67815

16 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 4010 300 1203000

17 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 5643 52.2 294564

18 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 5408 2.1132 11427

19 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 225 120 27000

20 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 96 40 3840

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. Cum 5335 19.95 106433

22 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 225 1091.763 245647

23 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 6195 650.48 4029724

24 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 5408 45.46 245848

25 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 6335 488.48 3094521

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 Nos 386 216 83376

27 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 1872 108.163 202481

28 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 7577 59.262 449028

29 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 7027 2.1 14757

30 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 83721 4.458 373228

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 13457 15.849 213280

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 479 144 68976

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 916 183.043 167668

36 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302. Bank Slope Cum 2320 98.743 229084

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 2002 50.243 100586

1 1 Maintenance of Road for First Year Km. 30000 9.95 298500

2 2 Maintenance of Road for Second Year Km. 40000 9.95 398000

3 3 Maintenance of Road for Third Year Km. 70000 9.95 696500

4 4 Maintenance of Road for Fourth Year Km. 110000 9.95 1094500

5 5 Maintenance of Road for Fifth Year Km. 150000 9.95 1492500

BILL OF QUANTITY (Balance BOQ)

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

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

Name of Road - Gangalur badepara

Package No. : - CG1722 (ii) Length of Road -

SN BOQ Item ID BOQ Description Unit Rate Ganglur to Gongala Length- 7.00 Km 1.5 3.0 6.0 6.2

Qauntity Amount

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 20000 7.000 140000 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 1 16773.000 16773

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 31 2515.940 77994.14

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 56 3470.000 194320

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 65 2374.100 154316.5

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 227 6901.183 1566568.541

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 237 2401.550 569167.35

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 1148 2120.670 2434529.16

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 7431 1.620 12038.22

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 6534 1.080 7056.72

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 20902 2.000 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 15767 2.000 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 4000 1.000 4000

13 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 2334 7.000 16338

14 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 576 28.000 16128

15 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 685 70.000 47950

16 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 4010 100.000 401000

17 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 5643 17.400 98188.2

18 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 5408 0.704 3809.3952

Total:- 0.000 0

C.D. Work 0.000 0

19 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 225 40.000 9000

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 2002 0.000 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 5365 0.000 0

0.000 0 3.00 Tota Q Ammt To Ammt 0.0 Tota Q To Amm 0 ToQ Amm 5 Amm

20 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 96 0.000 0

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. Cum 5335 0.000 0

22 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 225 345.826 77810.805 CD 82.89 248.68 18651.2 55953.7 131.41 0.00 0.0 180.09 0.00 0.00 153.92 769.6

23 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 6195 294.720 1825790.4 49.83 149.49 308696.9 926090.6 76.09 0.00 0.0 100.80 0.00 0.00 24 120

24 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 5408 2.919 15785.952 3.37 10.12 18246.6 54739.8 5.86 0.00 0.0 8.29 0.00 0.00 24 120

25 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 6335 198.710 1258827.85 35.00 105.00 221725.0 665175.0 69.24 0.00 0.0 106.02 0.00 0.00 123.05 615.25

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 Nos 386 111.000 42846 18.00 54.00 6948.0 20844.0 18.00 0.00 0.0 22.00 0.00 0.00 14.24 71.2

27 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 1872 32.926 61637.0976 6.04 18.13 11314.9 33944.8 23.86 0.00 0.0 52.01 0.00 0.00 13.5 67.5

28 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 7577 12.285 93084.9604 4.09 12.28 31021.8 93065.3 9.16 0.00 0.0 31.47 0.00 0.00 35.31 176.55

29 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 7027 0.000 0

30 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 83721 1.178 98656.8264 0.31 0.93 25945.1 77835.4 0.65 0.00 0.0 1.74 0.00 0.00 25.2 126

31 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 85541 0.000 0 0.00 0.00 0.0 0.0 0.00 0.00 0.0 0.00 0.00 0.00 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 13457 11.109 149499.1958 1.18 3.55 15945.2 47835.6 2.00 0.00 0.0 3.80 0.00 0.00 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 479 96.000 45984 12.00 36.00 5748.0 17244.0 12.00 0.00 0.0 12.00 0.00 0.00 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 916.00 4.266 3907.4728 12.12 36.37 11105.9 33317.6 30.90 0.00 0.0 41.10 0.00 0.00 0

35 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Nos 2285.00 0.000 0 0.00 0.00 0.0 0.0 0.00 0.00 0.0 4.00 0.00 0.00 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 2320.00 68.926 159907.856 7.45 22.36 17294.0 51881.9 12.10 0.00 0.0 19.67 0.00 0.00 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 2002.00 37.266 74606.1316 3.24 9.73 6495.1 19485.3 8.90 0.00 0.0 18.62 0.00 0.00 0

Add GST 18 % 1755155

Total Cost Including GST 18% 11506015

1 1 Maintenance of Road for First Year Km. 30000.00 7.00 210000 0.236

2 2 Maintenance of Road for Second Year Km. 40000.00 7.00 280000 #REF!

3 3 Maintenance of Road for Third Year Km. 70000.00 7.00 490000 20.94

4 4 Maintenance of Road for Fourth Year Km. 110000.00 7.00 770000

5 5 Maintenance of Road for Fifth Year Km. 150000.00 7.00 1050000

Total of Maintenance work 2800000.00 #REF! 30.45

Total Maintenance Cost Including GST 18% 3304000.0

Grand Total 14810014.53

Say Rs. 148.10 Lakhs

Sub Engineer (PIU, CGRRDA -Bijapur) Assi. Engineer (PIU, CGRRDA -Bijapur) Executive Engineer (PIU, CGRRDA -Bijapur)