PWD/2026-27/BR/WORK_INDENT37830 - Construction…

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ748)ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56)ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ ರಸ್ತೆ (ರಾ.ಹೆ 201) ಕಿ.ಮೀ 112.40 ರಲ್ಲಿ ಸೇತುವೆ ನಿರ್ಮಾಣ

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RECAPITULATION SHEET

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Sl. No Item of work Amount ( in Rs )

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1 Construction Box culvert 27,586,640.94 27587229.17 588.23

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Sub Total including GST 37,748,436.23 37749028.37 592.14

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6 Structural design Chaeges (Bridges) ( 1%+18%gst) 325,522.36 325522.3631 0.00

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7 Rounding off, Miscellaneous and others.. 3,619.60 2997.85 -621.75

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Structural design Chaeges (Bridges) 1 Percentage + GST 18 Percentage 40000000.0000

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Section Officer Assistant Executive Engineer Executive Engineer

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PWD, Savadatti Sub division PWD, Division Belagavi

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ748)ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56)ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ ರಸ್ತೆ (ರಾ.ಹೆ 201) ಕಿ.ಮೀ 112.40 ರಲ್ಲಿ ಸೇತುವೆ ನಿರ್ಮಾಣ

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SL No Description of Item Unit Quantity Rate Amount

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1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means A) Cement Concrete Grade M-15 & M-20 m3 345 719.00 248055.00

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2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m m3 6776.09 115.00 779249.67

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4 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. m3 259.05 2925.79 757926.88

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5 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates m3 220.36 6455.95 1422632.30

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6 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( 20% over head charges, Form Work Charges as per Addendum - I Open Foundation - 4% for Open Foundation concrete) m3 758.09 7042.11 5338521.22

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6 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 0.00 7415.73 0.00

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7 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Added Form Work Charges as per Addendum - I Box Culvert - 10% for substructure concrete & 20% over head charges,) m3 129.42 7415.73 959729.50

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8 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Added Form Work Charges as per Addendum - I Box Culvert - 10% for substructure concrete & 20% over head charges,) m3 357.17 7415.73 2648677.82 2651939.21 3261.39

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9 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (3.5m to 5m ) 1% lift charges m3 0.00 7415.73 0.00

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10 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( for 5 to6.6m) Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation. 1% lift charges m3 0.00 7415.73 0.00

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11 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( for 3.5to5.0m) m3 0.00 7415.73 0.00

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12 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( for 5.0to6.6m) m3 0.00 7608.26 0.00

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13 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (added Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete & 20% over head charges,) m3 306.50 8692.92 2664380.16

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14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Foundations of Bridges) Ton 43.40 87305.00 3788862.39

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15 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges) Ton 42.04 87532.00 3680107.88

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16 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Super structure of Bridges) Ton 20.45 87758.00 1794914.37

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17 Providing and laying of Filter media with granular materials/ IRC:78 and 2200 stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. m3 588.42 2677.00 1575200.34

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18 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material m3 0.00 1168.00 0.00

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18 1.8 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. m³ m3 1467.67 474.00 695674.63

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20 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification m3 15.86 6727.00 106656.59

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21 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification m3 31.71 11201.00 355183.71

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22 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. m3 27.89 13087.00 364980.07

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23 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. m 67.00 2126.00 142442.00

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24 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No's 12.00 3271.00 39252.00

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25 Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. m 50.20 137.00 6877.40

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26 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications m 117.90 138.00 16270.20

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27 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. m3 55.65 1912.00 106402.80

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28 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder m3 49.50 1912.00 94644.00

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Section Officer Assistant Executive Engineer,

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PWD, Savadatti Sub division

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ748)ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56)ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ ರಸ್ತೆ (ರಾ.ಹೆ 201) ಕಿ.ಮೀ 112.40 ರಲ್ಲಿ ಸೇತುವೆ ನಿರ್ಮಾಣ

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MEASUREMENT SHEET

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Item No Description of Item Measurement Qty Units

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1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means A) Cement Concrete Grade M-15 & M-20

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Pavedip/ cause way 1 30 7.5 1 225

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concrete apron 2 30 4 0.5 120

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2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m

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Towards (Savadatti)

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Return Wall (key) 2 46.00 0.60 0.35 19.32

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Towards (Sangreshkoppa village)

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Return Wall 2 46 4.1 1.85 697.82

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Return Wall Key 2 46 0.6 0.35 19.32

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Total 6776.09 m3

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3 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. 0 2 2

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4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates

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curtain wall- U/s 1 32.50 1.00 0.15 4.88

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Towards (Savadatti)

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Return Wall (key) 2 46 0.6 0.15 8.28

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Towards (Sangreshkoppa village)

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Return Wall 2 46 3.8 0.15 52.44

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Return Wall Key 2 46 0.5 0.15 6.90

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5 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( 20% over head charges, Form Work Charges as per Addendum - I Open Foundation - 4% for Open Foundation concrete)

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M25 raft 4% FORMWORK

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Box Culvert-Bottom slab 1 26.50 15.70 0.80 332.84

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Towards (Savadatti)

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Return Wall (key) 2 46.00 0.50 0.20 9.20

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Towards (Sangreshkoppa village)

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Return Wall Key 2 46.00 0.50 0.20 9.20

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curtain wall - 1st step 4% form work

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curtain wall base u/s 1 32.50 0.9 0.30 8.78

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curtain wall base d/s 1 34.50 0.9 0.3 9.32

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curtain wall u/s 1 32.50 0.3 1.2 11.70

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curtain wall d/s 1 34.50 0.3 1.5 15.53

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6 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

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M25 Raft 10% FORMWORK

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6 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Added Form Work Charges as per Addendum - I Box Culvert - 10% for substructure concrete & 20% over head charges,)

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M25 10% FORMWORK

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Box Culvert- Outer walls 2 15.70 0.50 4.00 62.80

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Box Culvert- Inner walls 2 15.70 0.45 4.00 56.52

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8 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Added Form Work Charges as per Addendum - I Box Culvert - 10% for substructure concrete & 20% over head charges,)

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M25 10% FORMWORK

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Towards (Savadatti) avg

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Towards (Sangreshkoppa village)

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For Guard Stone 100 0.25 0.25 0.90 5.63

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9 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (3.5m to 5m ) 1% lift charges

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M25 10% FORMWORK

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Towards (Savadatti)

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Towards (Sangreshkoppa village)

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10 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( for 5 to6.6m) Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation. 1% lift charges

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Towards (Savadatti)

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Return Wall 2 46.0 0.32 0.00 0.00

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Towards (Sangreshkoppa village)

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Return Wall 2 46.0 0.32 0.00 0.00

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11 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( for 3.5to5.0m)

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M25 10% formwork

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Box Culvert- Outer walls 2 15.70 0.50 0.00 0.00

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Box Culvert- Inner walls 2 15.7 0.45 0.00 0.00

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13 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (added Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete & 20% over head charges,)

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M25 20% formwork

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Box Culvert- Top slab 1 26.50 15.70 0.70 291.24

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appraoch- haunch 2 15.70 0.30 0.30 2.83

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14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Foundations of Bridges)

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box culvert, Retaining Wall Qty as per Statement 43.40

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15 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges)

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box culvert, Retaining Wall Qty as per Statement 42.04

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16 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Super structure of Bridges)

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Deck Slab, Kerbs Qty as per Statement 20.45

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17 Providing and laying of Filter media with granular materials/ IRC:78 and 2200 stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

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Towards (Savadatti)

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Towards (Sangreshkoppa village)

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18 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material

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18 1.8 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. m³ HFL ERL

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Towards (Savadatti)

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Towards (Sangreshkoppa village)

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20 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

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Approach road Slab 2 15.10 3.50 0.15 15.86

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21 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification

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Approach Road Slab 2 15.10 3.50 0.30 31.71

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22 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

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Wearing Coat include culvert 1 33.50 11.10 0.075 27.89

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23 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

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Railing 2 33.50 67.00

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24 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification

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25 Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

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approach slab 2 15.7 31.40

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Return wall 1 4 4.7 18.80

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26 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

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abt wall 44 0.6 26.40

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Return wall1 244 0.375 91.50

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27 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

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28 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder m3

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CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

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Section Officer Assistant Executive Engineer,

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PWD, Savadatti Sub division

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24 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder

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CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

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Rate Analysis for Box Culvert

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PWD SR 2023-24, concrete & steel Issue rate wef :08-10-2025 & Issue rate w.e.f: 06-01-2026 & Issue rate w.e.f: 04-04-2026

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Additionalities on concrete formwork for box culvert 20.00 % AW 0 %

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lift charges 3.6m-6.6m 1.00 %

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addn forwork for above 5m -6.6m is 12.00 %

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Cost Of Dewatering 5.00 %

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Area of specific loading (AW) 12.00 %

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overhead charges of vol 1 items of excavation and concrete 20.00 %

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Sl.No. ITEM Item No / Volume Page Unit Basic Rate Additional Over-Head Charges Formwork Additionalities Revised Rate Add A.W 0% Amount (in Rs.)

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1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means A) Cement Concrete Grade M-15 & M-20 2.8,A (Vol 3) 10 m3 719.00 0.00 719.00 0.00 719.00

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2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 900 mm dia 2.17(ix-B) (Vol 3) 11 M 1374.00 1249.09 1498.91 2748.00 0.00 2748.00

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3 Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils upto 300 mm depth 1.12 (Vol 1) 8 m3 95.00 86.36 103.64 190.00 0.00 190.00 10% over head charges

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Note: Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition 1.4.1(Vol 1) 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m 1.14.1(Vol 1) 8 m3 102.00 9.27 111.27 3.73 115.00 0.00 115.00 20 percentage of over head charges, 5 percentage of dewatering

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Note: Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition 5.1

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3 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. 1.23(Vol1) 11 m3 2682.00 243.79 2925.79 2925.79 0.00 2925.79 20% over head charges,

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4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.1.3(Vol 1) 15 m3 5918.00 537.95 6455.95 6455.95 0.00 6455.95 20% over head charges, 53380.36

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5 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( 20% over head charges, Form Work Charges as per Addendum - I Open Foundation - 4% for Open Foundation concrete) 2.2.3(Vol 1) 15 m3 6227.00 566.03 6793.03 4% 249.08 7042.11 0.00 7042.11 20% over head charges, 4% formwork of box culvert /curtain walls open foundation 4% 9157.98 6227.00 1245.40 622.7 8095.10 971.412 9066.51

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7 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.3(Vol 1) 15 m3 6227.00 0.00 0 0.00 0.00 0.00 10% over head charges, 35% formwork of drain

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6 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.3(Vol 1) 15 m3 6227.00 566.03 6793.03 10% 622.70 7415.73 0.00 7415.73 20% over head charges, 10% formwork of return

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7 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Added Form Work Charges as per Addendum - I Box Culvert - 10% for substructure concrete & 20% over head charges,) 2.4.3(Vol 1) 16 m3 6227.00 566.03 6793.03 10% 622.70 7415.73 0.00 7415.73 20% over head charges, 10% formwork of box culvert 10% for wall

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8 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Added Form Work Charges as per Addendum - I Box Culvert - 10% for substructure concrete & 20% over head charges,) 2.4.3(Vol 1) 16 m3 6227.00 566.03 6793.03 10% 622.70 7415.73 0.00 7415.73 20% over head charges, 10% formwork of return wall

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9 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (3.5m to 5m ) 1% lift charges 2.4.3Vol 1) 16 m3 6227.00 566.03 6793.03 10% 622.70 7415.73 0.00 7415.73 20% over head charges, 10% formwork of return wall, 1% lift charge 6227.00 62.27 6289.27 628.927 628.927 7547.12 905.65488 8452.78

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10 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( for 5 to6.6m) Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation. 1% lift charges 2.4.3/2.6.2(Vol 1) 17 m3 6227.00 566.03 6793.03 10% 622.70 7415.73 0.00 7415.73 20% over head charges, (10% + 12%) formwork of return wall, 1% lift charge 7359.07 6227.00 124.54 6351.54 762.1848 635.154 7748.88 929.865456 8678.74

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11 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( for 3.5to5.0m) 2.4.3(Vol 1) 17 m3 6227.00 566.03 6793.03 10% 622.70 7415.73 0.00 7415.73 20% over head charges, 20% formwork of box culvert, 1% lift charge 0.000 6227.00 62.27 6289.27 1257.854 628.927 8176.05 981.12612 9157.18

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12 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( for 5.0to6.6m) 2.4.3(Vol 1) 17 m3 6227.00 5660.91 1132.18 0.00 6793.09 815.17 7608.26 20% over head charges, (20% + 12%) formwork of box culvert, 1% lift charge 6227.00 124.54 6351.54 1270.308 635.154 8257.00 990.84024 9247.84

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13 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (added Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete & 20% over head charges,) 2.5.2 / 2.6.2 (Vol 1) 17 m3 6734.00 612.12 7346.12 20% 1346.80 8692.92 0.00 8692.92 20% over head charges, (20%)formwork of box culvert slab, 6734.00 134.68 6868.68 1373.736 686.868 8929.28 1071.51408 10000.80

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14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Foundations of Bridges) 2.11 b (Vol 1) 18 Ton 87305.00 87305.00 0.00 87305.00

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15 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges) 2.11 c (Vol 1) 18 Ton 87532.00 87532.00 0.00 87532.00

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16 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Super structure of Bridges) 2.11 d (Vol 1) 18 Ton 87758.00 87758.00 0.00 87758.00

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17 Providing and laying of Filter media with granular materials/ IRC:78 and 2200 stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 12.4 (Vol 3) 117 m3 2677.00 2677.00 0.00 2677.00

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18 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material 12.3 A (Vol 3) 117 m3 1168.00 1168.00 0.00 1168.00

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18 1.8 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. m³ 1.8 (Vol 1) 7 m3 474.00 474.00 0.00 474.00

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20 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 13.8(Vol 3) 121 m3 6727.00 6727.00 0.00 6727.00

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21 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification 13.9 (Vol 3) 122 m3 11201.00 11201.00 0.00 11201.00

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22 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. 13.2 (Vol 3) 121 m3 13087.00 13087.00 0.00 13087.00

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23 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. 13.4 (Vol 3) 121 m 2126.00 2126.00 0.00 2126.00

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24 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 13.7 (Vol 3) 121 No's 3271.00 3271.00 0.00 3271.00

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25 Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 13.15,ii (Vol 3) 123 m 137.00 137.00 0.00 137.00

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26 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. A.Stone/Boulder 14.4 A (Vol 3) 129 m3 1912.00 1912.00 0.00 1912.00

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27 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 14.5 (Vol 3) 129 m3 3036.00 3036.00 0.00 3036.00

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26 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications 12.1 (Vol 3) 117 m 138.00 138.00 0.00 138.00

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27 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. 14.1.A (Vol 3) 129 m3 1912.00 1912.00 0.00 1912.00

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28 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 17.1 (Vol 2) 175 m3 1002.00 1002.00 0.00 1002.00

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29 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder VOL 3 14.4 129 M 3 1912.00 1912.00 0.00 1912.00

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Section Officer Assistant Executive Engineer,

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PWD, Savadatti Sub division

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32 14.4 Vol 3 129 M 3 1912 0 1912 0 1912 95.6 2007.6 CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

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1 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder

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Total 0.00 #REF! #REF!

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ748)ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56)ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ ರಸ್ತೆ (ರಾ.ಹೆ 201) ಕಿ.ಮೀ 112.40 ರಲ್ಲಿ ಸೇತುವೆ ನಿರ್ಮಾಣ

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Estimation for Road

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Estimate (Abstract)

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Sl. No. Description of Item Unit Qty. Rate Amount

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1 Compacting original ground supporting embankment Loosening, leveling and Compacting original ground 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 Table 300-2 for embankment construction. m3 0.0000 105.00 0.00

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2 1.8 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol-3, P.No. 7 / I.No. 1.8) m3 1454.1039 474.00 689245.25

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3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1) M3 0.0000 102.00 0.00

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3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) m3 98.0875 493.00 48357.14

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4 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (Vol-3, P.No. 17 / I.No. 3.4 ii) m2 701.2500 5.00 3506.25

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5 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 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. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B)) m 190.0000 25.00 4750.00

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6 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.2 (v)) m3 183.7300 2359.00 433419.07

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7 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17) m3 235.6950 2559.00 603143.51

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8 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. . a (Vol-3, Pg.No.149, It.No.16.80) m3 314.2600 6639.00 2086372.14

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9 Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.5 A (iv)) Nos 8.0000 3562.00 28496.00

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10 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (Vol-3, P.No. 67 / I.No. 8.15) m2 60.0300 530.00 31815.90

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11 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Vol-3, P.No.74 / I.No. 8.43 Nos 60.2000 365.00 21973.00

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12 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. each 9.0000 2021.00 18189.00 12126

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13 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.(Vol-3 S.R.P NO.: 67 I NO: 8.18) each 250.0000 733.00 183250.00

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12 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 works in head walls and parapets Clause 1101.6. 750 mm dia (Vol-3, P.No. 146 / I.No. 16.15 C) m 25.0000 7958.00 198950.00

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13 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (Vol-3, P.No. 78 / I.No. 8.54) No 1.0000 9000.00 9000.00

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14 chevron Boards Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.6 (iv)) No 12.0000 3591.00 43092.00

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Assistant Executive Engineer, Executive Engineer, -86.41

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PWD Sub-Division Saundatti. PWD Belagavi Division Belagavi

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ748)ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56)ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ ರಸ್ತೆ (ರಾ.ಹೆ 201) ಕಿ.ಮೀ 112.40 ರಲ್ಲಿ ಸೇತುವೆ ನಿರ್ಮಾಣ

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Estimate (Measurement)

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Sl. No. Item of work Nos/Sides L B D Qty Unit

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1 Compacting original ground supporting embankment Loosening, leveling and Compacting original ground 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 Table 300-2 for embankment construction. 5.0 16.066 15.560 15.836 15.8

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for Retaning Wall portion 15.755 15.871

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1 1.8 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol-3, P.No. 7 / I.No. 1.8) 5.0 112.2

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For Proposed approch Road 112.4

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QTY as Per Volume sheet = 1454.10

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2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1) 413 8.300

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For widening 0.40 0.8 5.500 2 8.300

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Total :- = 0.000 m3

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3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) 413

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Total :- = 98.087 m3

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4 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (Vol-3, P.No. 17 / I.No. 3.4 ii) 5.0

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Total :- = 701.25 m2

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5 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 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. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B))

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6 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.2 (v)) 2359.00

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Up to High Embackment GSB 0.1

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Retaining wall SUBGRADE 0.3

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bridge GSB BTM 8.4 3.75 4.65 2.325

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Retaining wall GSB TP 8.2 3.75 4.45 2.225

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SUBGRAGD BTM 9 9 8.2

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SUBGRAGD TP 8.4

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7 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17) 2559.00

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Up to High Embackment GSB 0.1

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Retaining wall SUBGRADE 0.3

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bridge GSB BTM 8.4 3.75 4.65 2.325

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Retaining wall GSB TP 8.2 3.75 4.45 2.225

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SUBGRAGD BTM 9 9 8.2

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SUBGRAGD TP 8.4

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187.00 SUBGRAGD TP 24.8

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8 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design,over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work (Vol-1, Pg.No.15, It.No.2.2.5) 6499

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Up to High Embackment GSB 0.1

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For Widening SUBGRADE 0.3

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9 Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.5 A (iv)) 3576

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10 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (Vol-3, P.No. 67 / I.No. 8.15) 530

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Center Line 1 92.00 x 0.10 = 9.20

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Zebra crossing, junction & speed breakers 30% 1 x 221.00 x 0.10 = 6.63

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Total :- 60.03 m2

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11 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Vol-3, P.No.74 / I.No. 8.43 365

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Center Line 1 9 9.20

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Zebra crossing, junction & speed breakers 30% 1 x 22 = 7.00

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Total :- 60 Nos

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12 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.

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Road way indicators,

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13 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.(Vol-3 S.R.P NO.: 67 I NO: 8.18)

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14 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 works in head walls and parapets Clause 1101.6. 750 mm dia (Vol-3, P.No. 146 / I.No. 16.15 C) 7958.00

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Total :- 25.0000 m

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15 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (Vol-3, P.No. 78 / I.No. 8.54) 365

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16 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.6 (iv)) 3607

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17 chevron Boards Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.6 (iv)) 3607

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Total = 12 each

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Assistant Executive Engineer Executive Engineer

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PWD Sub-Division Saundatti PWD Division Belagavi

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ748)ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56)ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ ರಸ್ತೆ (ರಾ.ಹೆ 201) ಕಿ.ಮೀ 112.40 ರಲ್ಲಿ ಸೇತುವೆ ನಿರ್ಮಾಣ

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Sl. No Item of work Unit PWD CSR 2023-24 Area weightage 5% Total

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Vol No Page No. It. No. Basic Rate

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Construction of CC road

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1 Compacting original ground supporting embankment Loosening, leveling and Compacting original ground 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 Table 300-2 for embankment construction. m3 3 17 3.7 105.00 105.00

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2 1.8 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol-3, P.No. 7 / I.No. 1.8) m3 1 7 1.8 474.00 474.00

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3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1) M3 1 8 1.14.1 102.00 102.00

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4 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) m3 3 17 3.6 493.00 493.00

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5 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (Vol-3, P.No. 17 / I.No. 3.4 ii) m2 3 17 3.4 ii 5.00 5.00

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6 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 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. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B)) m 3 144 16.8.B 25.00 25.00

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7 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.2 (v)) m3 3 23 4.2.b. (v) 2359.00 2359.00

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8 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17) m3 3 26 4.17 2559.00 2559.00

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9 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. . a (Vol-3, Pg.No.149, It.No.16.80) m3 3 149 16.28 6639.00 6639.00

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10 Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.5 A (iv)) Nos 3 64 8.5 A (iv) 3562.00 3562.00

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11 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (Vol-3, P.No. 67 / I.No. 8.15) m2 3 67 8.15 530.00 530.00

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12 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Vol-3, P.No.74 / I.No. 8.43 Nos 3 74 8.43 365.00 365.00

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13 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. each 3 67 8.17 2021.00 2021.00 each 3 67 8.17 2021 0 2021

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14 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.(Vol-3 S.R.P NO.: 67 I NO: 8.18) each 3 67 8.18 733.00 733.00

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15 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (Vol-3, P.No. 78 / I.No. 8.54) No 3 78 8.54 9000.00 9000.00

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16 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 works in head walls and parapets Clause 1101.6. 1000 mm dia (Vol-3, P.No. 146 / I.No. 16.15 C) m 3 146 16.15(b) 7958.00 7958.00

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17 chevron Boards Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.6 (iv)) each 3 64 8.6.A.iv 3591.00 3591.00

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Assistant Executive Engineer Executive Engineer

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PWD Sub-Division Saundatti PWD Division Belagavi

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ748)ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56)ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ ರಸ್ತೆ (ರಾ.ಹೆ 201) ಕಿ.ಮೀ 112.40 ರಲ್ಲಿ ಸೇತುವೆ ನಿರ್ಮಾಣ

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Overall Embankment Quantity for Approach Road for Bridge 0.450 (GSB+WMM+CC M30)

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Statement No. 1 SANGRESHI

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Chainage Length Required Level for banking Existing GL (averge) Height Top Width Bottom Width Area Mean Area Qtty. in Cum Scarifying Area

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Towards (Name of the village)

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Quantity = 759.21 960.00

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Statement No. 2 SAVADATTI

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Chainage Length Required Level for banking Existing GL Height Top Width Bottom Width Area Mean Area Qtty. in Cum Remark

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Towards (Name of the village)

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Quantity = 694.89 0.00

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Ovrall Banking Qtty. = 1454.104

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Net Banking Qtty.= 1454.10 Cum.

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Assistant Engineer, Assistant Executive Engineer, Executive Engineer

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Steel Calculation

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No of footings /peirs/ abutments etc Diameter in mm Spacing in cm No of Bars Length of Bar in m Total Length Constant Kg/mtr Qty in Kg

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For Pier Footings

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Abutment Footings

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Return walls Footings

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Say Tonne 47.57

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Ded steel Qty included in Approach slab Item 50kg/cum

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Qty Considered for Steel Item 561.78

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Grand Total 48.13

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Section Officer Assistant Executive Engineer Executive Engineer

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PW,P & I W T Department. PW,P & I W T Department. .

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Sub division Mudhol. Division Bagalkot.

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1) Dismantal RCC items No. L B D carraige way width= 10 m

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1 RCC Slab 0 0 0 0 Return wall length 3.5 m 3.5m

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2 Thickness of PCC= 0.15 m

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2) Dismantal Rubble course, hume pipes Return wall Avg GL= 98 m

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1 Stone masonry 0 0 0 0 Length of aproach either side= 25 m

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2 Hume pipes 0 0 Return top stem width= 0.3 m % distrtibution

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Upstream 0 0 0 0 <3m <3m 3m-6m

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Downstream 0 0 0 0 fdn 82.2 0 17.8 100

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no's return 100

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3) Excavation GL Exc Lvl difference 1 2 hard check

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1 Abutment 1 1 10.3 5.1 0.00 Abutment details No l b d heel slab L

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2 Abutment 2 1 10.3 5.1 0.00 base slab 10 4.8 0.8 1.4

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5 Pier 3 0 15.3 5.3 0.00 Pier details No l b D d avd depth

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6 Return Wall s 4 2.1 4.5 0.00 Pier footing 1 15 5 1 0.5 A1 A2 Avg Depth cum Avg Depth

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5) Excavation Hard Rock/other Type S (same level)/ D (diffr level) Return details l b d Toe slab L

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1 Abutment 1 1 10.3 5.1 0.50 D Return wall base 3.5 4.2 0.6 1.8

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2 Abutment 2 1 10.3 5.1 0.50 Return wall stem 3.5 0.45 6.65000000000001

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3 Pier 1 15.3 5.3 0.58 return wall key 3.5 0.6 0.2

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5 Pier 3 0 15.3 5.3 0.03 Abt dirt wall= 10 0.4 0.8

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6 Return Wall s 4 2.1 4.5 0.00 Abt cap= 10 0.8 0.4

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7 Return wall key 4 2.1 0.6 0.00 Pier cap 10.8 1 0.4

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6) PCC M15 Deck slab 2 10.79 10 0.7

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1 Abutment 1 1 10.3 5.1 0.15 Extra length of crash barrier

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4 Pier 2 0 15.3 5.3 0.15 Total Steel of Abutment,Pier, Retaining Wall , Pier cap & abutment cap etc 28 Ton

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5 Pier 3 0 15.3 5.3 0.15 Deck Slab & Kerbs 19.6 Ton 47.6

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6 Return Wall s 4 3.5 4.5 0.15

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7 Return wall key 4 3.5 0.6 0.15

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Approach avg width 7.9 m

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7) M25 Concrete- Footing Approach avg Depth 0.9 m

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1 Abutment 1 1 10 4.8 0.80

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2 Abutment 2 1 10 4.8 0.80 weep holes No's abt 32

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3 Pier 1 15 5 1.00 Return 28

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4 Pier 2 0 15 5 1.00 weep holes total No's 60 No's

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5 Pier 3 0 15 5 1.00 No's l b d

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6 Return Wall 4 3.5 4.2 0.60 stone pitching 4 10 2.6 0.3

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7 Return Wall key 4 3.5 0.6 0.20 nala pitching 0 19.98 0 0.3

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guard stone no's 20 no's 60

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1 Abutment 1 1 10 0.8 5.45

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2 Abutment 2 1 10 0.8 5.45

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3 Dirt Wall 2 10 0.4 0.8

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7 Ease waters 2 0.4 0.8 5.00

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8 Return Wall s 4 3.5 0.45 5.00

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9) M25 T-beam & Slab 5m-10m

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Abutment Cap 2 10 0.8 0.4

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Pier Caps 1 10.8 1 0.4

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Ease waters 2 0.4 0.8 2.55

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Deck Slab 2 10.79 10 0.7

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Abutment,Pier, Retaining Wall , Pier cap & abutment cap etc 28.00

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Deck Slab & Kerbs 19.60

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Wep Holes - No's 60.00

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13) Filter media

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Abutment 2 9.1 0.6 4.25

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Return Wall 4 2.9 0.6 4.70

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14) Back filling behind Abt,Rtrn wall

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Abutment & Return wall 2 2.9 7.9 4.70

•

15) Filling foundation outer side Soil Type (typr : rock) if rock is there

•

Abutment 0 10.3 1.5 1.85 soil

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Retaining Wall 0 2.1 1.8 2.70

•

16) Approach slab

•

17) Approach Slab 2 3.5 9.4 0.30

•

18) cement wearing coat

•

19) Crash Barrier

•

20) Drainage Spout

•

Drainage Spout-No's 2 8

•

21) Compresible Fibre

•

Return wall 4 6.65

•

22) Expansion joint of deck

•

joint deck- 3 10

•

23) Subgrade no l b d

•

Approach Road between return walls 2 0 9.4 4.70

•

Approach Roads 2 25 7.9 0.90

•

Shoulders 4 25 1.5 0.78

•

24) Granular Subbase

•

Approach Road between return walls 2 0 9.4 0.15

•

Approach Roads 2 25 7.9 0.15

•

Approach Road between return walls 2 0 9.4 0.225

•

Approach Roads 2 25 7.5 0.225

•

26) Primer coat

•

Approach Road between return walls 2 0 9.4

•

Approach Roads 2 25 7.5

•

Bridge Length 1 0 9.4

•

Approach Roads 2 25 7.5

•

28) bitumin macadam

•

Bridge Length 1 0 9.4 0.050

•

Approach Roads 2 25 7.5 0.050

•

29) semi dence bitumin

•

Bridge Length 1 0 9.4 0.025

•

Approach Roads 2 25 7.5 0.025

•

30) stone pitching

•

Approach roads 4 10 2.6 0.30

•

Nalla Bed 0 19.98 0 0.3

•

31) guard stone

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guard stone-no's 20.00

•

Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)

•

Attach Chartered Accountant's Yearwise Statements.with audited profit and loss account

•

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

•

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

•

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)

•

Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

•

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

•

Quantities of work executed as prime contractor (in the same name) during the last five years i.e., from 2015-16 to 2019-20

•

Year Name of Work Name of Employer Quantity of work performed Remarks(Indicate contract reference)

•

Earth work excavation in Cum Plain Cement Concrete (in Cum) Reinforced Cement Concrete (in Cum) Stone Masonry (in Cum) Brick Masonry (in Cum) Steel (in Qtl) Finishinh Items (in Sqm)

•

Attach Workdone Certificate for each work indicated above, obtained from the Competent Authority not below the rank of Executive Engineer or equivalent.

•

Note : Documents shall be attested by the Notary or Government Gazetted

•

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

•

has executed/ is executing(strike off which ever is not applicable) the work of .............................................

•

in this Organisation. The details of the work is as under:

•

1 Name of the Project :

•

2 Name of the Work :

•

3 Contract Amount :

•

4 Date of signing the Agreement :

•

5 Date of handing over of the Site :

•

6 Progress * : 2019

•

January February March April May June July August September October November December

•

Earth work excavation Physical in cum :

•

Financial in lac :

•

Plain Cement Concrete Physical in Cum :

•

Financial in lac :

•

Reinforced Cement Concrete Physical in cum :

•

Financial in lac :

•

Brick Masonry Physical in Cum :

•

Financial in lac :

•

Steel Physical is Qtl :

•

Financial in lac :

•

Finishinh Items Physical in Sqm :

•

Financial in lac :

•

Financial in lac :

•

Progress * : 2020

•

January February March April May June July August September October November December

•

Earth work excavation Physical in cum :

•

Financial in lac :

•

Plain Cement Concrete Physical in Cum :

•

Financial in lac :

•

Reinforced Cement Concrete Physical in cum :

•

Financial in lac :

•

Brick Masonry Physical in Cum :

•

Financial in lac :

•

Steel Physical is Qtl :

•

Financial in lac :

•

Finishinh Items Physical in Sqm :

•

Financial in lac :

•

Financial in lac :

•

Progress * : 2021

•

January February March April May June July August September October November December

•

Earth work excavation Physical in cum :

•

Financial in lac :

•

Plain Cement Concrete Physical in Cum :

•

Financial in lac :

•

Reinforced Cement Concrete Physical in cum :

•

Financial in lac :

•

Brick Masonry Physical in Cum :

•

Financial in lac :

•

Steel Physical is Qtl :

•

Financial in lac :

•

Finishinh Items Physical in Sqm :

•

Financial in lac :

•

Financial in lac :

•

Progress * : 2022

•

January February March April May June July August September October November December

•

Earth work excavation Physical in cum :

•

Financial in lac :

•

Plain Cement Concrete Physical in Cum :

•

Financial in lac :

•

Reinforced Cement Concrete Physical in cum :

•

Financial in lac :

•

Brick Masonry Physical in Cum :

•

Financial in lac :

•

Steel Physical is Qtl :

•

Financial in lac :

•

Finishinh Items Physical in Sqm :

•

Financial in lac :

•

Financial in lac :

•

Progress * : 2023

•

January February March April May June July August September October November December

•

Earth work excavation Physical in cum :

•

Financial in lac :

•

Plain Cement Concrete Physical in Cum :

•

Financial in lac :

•

Reinforced Cement Concrete Physical in cum :

•

Financial in lac :

•

Brick Masonry Physical in Cum :

•

Financial in lac :

•

Steel Physical is Qtl :

•

Financial in lac :

•

Finishinh Items Physical in Sqm :

•

Financial in lac :

•

Financial in lac :

•

Progress * : 2024

•

January February March

•

Earth work excavation Physical in cum :

•

Financial in lac :

•

Plain Cement Concrete Physical in Cum :

•

Financial in lac :

•

Reinforced Cement Concrete Physical in cum :

•

Financial in lac :

•

Brick Masonry Physical in Cum :

•

Financial in lac :

•

Steel Physical is Qtl :

•

Financial in lac :

•

Finishinh Items Physical in Sqm :

•

Financial in lac :

•

Financial in lac :

•

7 Stipulated Period of Completion (including monsoon)

•

8 Prescribed Date of completion

•

9 Actual Date of Completion/ Probable Date of Completion

•

10 Cost of balance work (if work is in progress) :

•

11 Reasons if any for delay in completion, if work completion is delayed :

•

12 Penalty if any imposed :

•

13 Any other information :

•

* Monthwise progress shall be furnished seperately.

•

Date: (Authorised Signatory)

•

Address for correspondence:

•

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

•

Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3

•

Names of Works Item of Work Names of Employers 2019 Remarks (Indicate contract reference)

•

January February march April May June July August September October November December

•

Earthworks in cum Physical

•

Plain Cement Concrete (in Cum) Physical

•

Reinforced Cement Concrete (in Cum) Physical

•

Stone Masonry (in Cum) Physical

•

Brick Masonry (in Cum) Physical

•

Steel (in Qtl) Physical

•

Finishinh Items (in Sqm) Physical

•

Earthworks in cum Physical

•

Plain Cement Concrete (in Cum) Physical

•

Reinforced Cement Concrete (in Cum) Physical

•

Stone Masonry (in Cum) Physical

•

Brick Masonry (in Cum) Physical

•

Steel (in Qtl) Physical

•

Finishinh Items (in Sqm) Physical

•

Earthworks in cum Physical

•

Plain Cement Concrete (in Cum) Physical

•

Reinforced Cement Concrete (in Cum) Physical

•

Stone Masonry (in Cum) Physical

•

Brick Masonry (in Cum) Physical

•

Steel (in Qtl) Physical

•

Finishinh Items (in Sqm) Physical

•

Earthworks in cum Physical

•

Plain Cement Concrete (in Cum) Physical

•

Reinforced Cement Concrete (in Cum) Physical

•

Stone Masonry (in Cum) Physical

•

Brick Masonry (in Cum) Physical

•

Steel (in Qtl) Physical

•

Finishinh Items (in Sqm) Physical

•

Earthworks in cum Physical

•

Plain Cement Concrete (in Cum) Physical

•

Reinforced Cement Concrete (in Cum) Physical

•

Stone Masonry (in Cum) Physical

•

Brick Masonry (in Cum) Physical

•

Steel (in Qtl) Physical

•

Finishinh Items (in Sqm) Physical

•

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

•

Information on works which are yet to be completed.

•

(EXISTING COMMITMENTS AND ON-GOING WORKS)

•

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion

•

Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

•

Note : Documents shall be attested by the Notary or Government Gazetted.

•

Information of the works for which Tender acceptance letters are received.

•

Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site

•

Attach letters of Acceptance received.

•

Note : Documents shall be attested by the Notary or Government Gazetted.

•

Information of the works for which Tenderer has submitted Tender.

•

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

•

List of Machineries Required

•

Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks

•

No. Capacity Number/Capacity Age/ Condition

•

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be produced at the time of opening of Technical bid for verification.

•

BANKER’S CERTIFICATE

•

This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely............................................................................... ............................................................................................................................................... (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………....../- (inwards) .................................................................... ............................................................................................................................................... to meet the working capital requirements for executing the above contract

•

Name of the Bank, Senior Bank Manger

•

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

•

Information on litigation in which the Tenderer is involved:

•

Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status

Construction of Bridge at Km 112.40 (Near Mamani Lake) on State Highway SH 201, Road Connecting Kamataga National Highway 748 to Alagawadi State Highway 56, in Savadatti Yallamma Assembly Constituency Belagavi District under HoA 5054 KRDCL Bridges for the year 2026-27

Timeline

Tender Inviting Authority

Work Description

Tender Information

Documents Required

Eligibility Criteria

Technical Criteria

Work Locations

Fee & Financial Details

Important Dates

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Documents

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