NIT 1180 Construction & Maintenance of PMGSY Road Balance work PKG No CG17- 249 District-Bija

BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

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

Package No. : CG 17 249

Name of Road :- GAGLAM TO BHUSAPUR (Balance work)

Length of Road - 10.25 Km SOR 2018

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

1 2.1 Setting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) and near all bridges and cross-drainage works made of bricks/stone masonary or concrete and reference pillars made of precast concrete poles/concrete filled 100 mm dia A.C.pipe @ 100 m interval of as required on both sides of the formation width, marking on central line, setting out curves and recording of central line levels and other required levels and distances etc. including setting out of cross-drainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge. Km 10.250 20955 214789 Pavement

2 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means Sqm 60000.000 1 60000

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 7243.900 29 210073

4 3.8(i) Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with all lift and lead of 50 m as per Technical Specification Clause 307. Earth Work Summary Sheet (C) m 12000.000 88 1056000

5 3.3 (I) Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Earth Work Summary Sheet (H) Cum 5840.514 77 449720

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) Earth Work Summary Sheet (J) Cum 22349.000 246 5497854

7 3.12.(b) Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. Besides G.S.B. Cum 6729.620 280 1884294

8 4.1 Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) Cum 6570.880 910 5979501

9 9.14 (B) Providing and Fixing Informtory and Logo Board of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 3 19249 57747

10 9.15 (A) Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back Each 1 19621 19621

11 9.8 (I) Kilometre Stones & Boundary Pillar Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th Kilometre Stone (precast) Each 2 5180 10360

12 9.8 (II) Kilometre Stones & Boundary Pillar Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) Each 10 3072 30720

13 9.8 (III) Kilometre Stones & Boundary Pillar Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast) Each 40 648 25920

14 7.6 (A) Providing & Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 .(A) 600 mm Dia. Rm 300 4099 1229700

15 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Cum 120.00 354 42480

0 Tota Q Ammt To Ammt 4 Tota Q To Amm 5 ToQ Amm 5 ToQ Amm 0 ToQ Amm

16 7.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side . I. Ordinary soil .(i) Upto 3 m depth Cum 1292.18 354 457432 CD 29.46 0 10428.84 0 67.02 268.08 94900.32 61.54 307.7 108925.8 143.28 716.4 253605.6 186.7 0 0

17 7.10 (i) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I.) P.C.C grade M 10 Cum 0.00 5107 0 2.67 0 13620.369 0 0 0 0 0 0 0 0 0 0 0 0 0

18 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203 ii P.C.C grade M 15 (i) Nominal mix (1:2.5:5) Cum 1114.15 5223 5819205 47.845 0 249894.435 0 50.30 201.2 1050867.6 64.64 323.2 1688073.6 117.95 589.75 3080264.25 142.39 0 0

19 7.4 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (B) 1000 mm dia Rm 0.00 6485 0 7.50 0 48637.5 0 0 0 0 0 0 0 0 0 0 0 0 0

20 7.3 (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5) Cum 0.00 5093 0 1.066 0 5429.138 0 0 0 0 0 0 0 0 0 0 0 0 0

21 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 m I P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum 651.40 5387 3509092 26.75 107 576409 35.22 176.1 948650.7 73.66 368.3 1984032.1 108.17 0 0

22 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8II) Sandy material Cum 0.00 1603 0 0.95 0 1522.85 0 0 0 0 0 0 0 0 0 0 0 0 0

23 7.27 (I) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 Cum 43.41 6839 296881 2.69 10.76 73587.64 3.12 15.6 106688.4 3.41 17.05 116604.95 4.85 0 0

24 7.27 (II) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix) Cum 191.78 6712 1287227 0 0 0 4.72 18.88 126722.56 9.41 47.05 315799.6 25.17 125.85 844705.2 44.25 0 0

26 7.29 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 22.01 77998 1717103 0 0 0 0.3583 1.4332 111786.7336 0.7041 3.5205 274591.959 3.4122 17.061 1330723.878 5.5719 0 0

27 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Cum 190.00 335 63650 0 0 0 10 40 13400 10 50 16750 20 100 33500 20 0 0

28 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 168.00 431 72408 0 0 0 12 48 20688 12 60 25860 12 60 25860 18 0 0

29 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material Cum 871.75 1025.00 893544 0 0 0 39.6 158.4 162360 45.96 229.8 235545 96.71 483.55 495638.75 113.99 0 0

30 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Cum 10.00 2115.00 21150 0 0 0 0 0 0 0 0 0 2 10 21150 4 0 0

Total Cost of Construction work Including GST 36469635.78 #REF!

1 1 Maintenance of Road for First Year Km. 10.25 30000.00 307500.00

2 2 Maintenance of Road for Second Year Km. 10.25 40000.00 410000.00

3 3 Maintenance of Road for Third Year Km. 10.25 70000.00 717500.00 0.000 22.31 37.21 81.86 0.00

4 4 Maintenance of Road for Fourth Year Km. 10.25 110000.00 1127500.00

5 5 Maintenance of Road for Fifth Year Km. 10.25 150000.00 1537500.00

Total of Maintenance work 4100000.00 41

Total of Maintenance work Including GST 4838000.00 #REF!

Grand Total 41307635.78 17.64

Say Rs. 413.08 Lakhs

Executive Engineer cum Member Secretay

Project Implementation Unit No. -01

Pradhan Mantri Gram Sadak Yojana Bijapur 119.9744

District West Bastar, Bijapur