NIT 1162 Construction & Maintenance of PMGSY Road Balance work PKG No CG CG-17-34 District-Bija

BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

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

Name of Road- Pamed To Tekler L 034

Package No. : CG 1772 Length of Road - 7.00 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 7.00 20000 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 28000.00 1 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 0.00 31 0

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 660.00 56 36960

5 3.5 (i) Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Cum 0.00 76 0

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 2648.77 65 172170

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 9290.00 227 2108830

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 4069.73 237 964526

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 3489.60 1148 4006061

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 4.32 7431 32102

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 1.08 6534 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 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 1 4000 4000

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 7 2334 16338

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 28 576 16128

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 70 685 47950

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 100.00 4010 401000

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

20 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

21 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

8.00 Tota Q Ammt To Ammt 1.0 Tota Q To Amm 1 ToQ Amm 5 Amm

1 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 0.00 96 0

2 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 0.00 5335 0

21 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 974.65 225 219297 CD 82.89 663.15 18651.2 149209.7 131.41 131.41 29567.3 180.09 180.09 40520.25 153.92 769.6

22 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 575.53 6195 3565408 49.83 398.64 308696.9 2469574.8 76.09 76.09 471377.6 100.80 100.80 624456.00 24 120

23 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 41.14 5408 222496 3.37 26.99 18246.6 145972.7 5.86 5.86 31690.9 8.29 8.29 44832.32 24 120

24 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 455.26 6335 2884072 35.00 280.00 221725.0 1773800.0 69.24 69.24 438635.4 106.02 106.02 671636.70 123.05 615.25

25 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 184.00 386 71024 18.00 144.00 6948.0 55584.0 18.00 18.00 6948.0 22.00 22.00 8492.00 14.24 71.2

26 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 124.22 1872 232548 6.04 48.35 11314.9 90519.4 23.86 23.86 44665.9 52.01 52.01 97362.72 13.5 67.5

27 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 73.38 7577 556028 4.09 32.75 31021.8 248174.0 9.16 9.16 69405.3 31.47 31.47 238448.19 35.31 176.55

9 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 0.00 7027 0

28 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 4.86 83721 407068 0.31 2.48 25945.1 207561.1 0.65 0.65 54251.2 1.74 1.74 145255.94 25.2 126

11 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

29 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 15.31 13457 206002 1.18 9.48 15945.2 127561.6 2.03 2.03 27250.4 3.80 3.80 51190.43 3.96 19.8

30 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 120.00 479 57480 12.00 96.00 5748.0 45984.0 12.00 12.00 5748.0 12.00 12.00 5748.00 9.45 47.25

31 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 168.99 916.00 154799 12.12 96.99 11105.9 88846.9 30.90 30.90 28304.4 41.10 41.10 37647.60 0

32 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Nos 4.00 2285.00 9140 0.00 0.00 0.0 0.0 0.00 0.00 0.0 4.00 4.00 9140.00 0

33 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302. Bank Slope Cum 91.40 2320.00 212058 7.45 59.63 17294.0 138351.8 12.10 12.10 28072.0 19.67 19.67 45634.40 0

34 10.10 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 53.47 2002.00 107056 3.24 25.95 6495.1 51960.7 8.90 8.90 17817.8 18.62 18.62 37277.24 0

1 1 Maintenance of Road for First Year Km. 7.00 30000.00 210000.00 0.236

2 2 Maintenance of Road for Second Year Km. 7.00 40000.00 280000.00 170.95333

3 3 Maintenance of Road for Third Year Km. 7.00 70000.00 490000.00 88.99

4 4 Maintenance of Road for Fourth Year Km. 7.00 110000.00 770000.00

5 5 Maintenance of Road for Fifth Year Km. 7.00 150000.00 1050000.00

Total of Maintenance work 2800000.00 28.00 30.45

BOQ Total Say Rs. 198.72 Say Rs. Lakhs

DPR CHARGE 105000 15000

Executive Engineer cum Member Secretay

Project Implementation Unit No. -01

Pradhan Mantri Gram Sadak Yojana Bijapur

District West Bastar, Bijapur