Improvements to Sindhnoor-Hemmadaga SH-30 Road from Km 252.82 to 256.71 in Channammana Kittur Taluk of Belagavi District.

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT DIVISION, BELGAUM

OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT DIVISION, SUB-DIVISION, KITTUR

: Head of Account : ¥ÁåPÉÃeï-2

4059-80-051-0-60-132 Chief Minister Infrastructure Capital Expenditure (2025-26)

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. Improvements to Sindhnoor-Hemmadaga SH-30 Road from Km 252.82 to 256.71 in Channammana Kittur Taluk of Belagavi District.

PWD/2025-26/RD/WORK_INDENT30379

ESTIMATED COST : Rs 600.00 Lakhs.

PARAGRAPH 130 (A) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE

Name of Division P.W.D. Belagavi Division Belagavi

Name of Sub-Division P.W.D. Sub-Division Kittur

Fund Head 4059-80-051-0-60-132 Chief Minister Infrastructure Capital Expenditure (2025-26)

Departement Head

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

This Estimate is framed in the Office of the Assistant Executive Engineer PWP & IWTD, Sub-Dn. Kittur for the probable expense that will be incurred in for the above work.

Estimated Cost Rs. 600.00 Lakhs

Administratively approved Vide:

Technically Sanctioned under

Estimate prepared by Shri. Sachinkumar K Hanchinamani AE

Estimate Checked by Shri S R Mirajkar, AEE

------- Separate Sheet Enclosed-------

Assistant Executive Engineer,

P.W.D Sub-Division, Kittur

Dressing Room Skirting

On Stage (Wooden mat Finish) 1 10 3

KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6 cum (P-13 I-4.13 of Belgaum Circle SR of 2014-15)

Columns above plinth upto Gr. Floor slab

RCC LINTEL Band

Vertical. Side LINTEL Band 0.15

Horizontal Side LINTEL Band 0.15

Rear Side LINTEL Band 0.15

Front LINTEL Band 0.15

Slab Beams ( GR Floor)

Vertical. Side Slab Beams 0.65

Horizontal Side Slab Beams 2 0.65

Rear Side Slab Beams 0.65

Front Slab Beams 0.65

Columns above plinth upto Gr. Floor slab

Vertical. Side LINTEL Band (0.23+2*0.15) 0 0.15

Horizontal Side LINTEL Band (0.23+2*0.15) 0 0.15

Rear Side LINTEL Band 1 (0.23+2*0.15) 0 0.15

Front LINTEL Band 1 (0.23+2*0.15) 0 0.15

Vertical. Side Slab Beams (0.23+2*0.65) 0 0.65

Horizontal Side Slab Beams 2 (0.23+2*0.65) 0 0.65

Rear Side Slab Beams 1 (0.23+2*0.65) 0 0.65

Front Slab Beams 1 (0.23+2*0.65) 0 0.65

Dressing Room 2 3.6 3.1

Vertical. Side Walls 3.4

Horizontal Side Walls 3.4

Rear Side Walls 3.4

Front Walls 3.4

Toilet walls 2 6.85 0.115 3.4 5.3567

KSRB15-3.8 : Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-111, I-15.16 of Belgaum SR of 2014-15)

KSRB15-3.2 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-110, I-15.10 of Belgaum SR of 2014-15)

Hall and stage area 1 45.2 3.4

Dressing Room 13.4 3.4

Toilet Walls 2 6.6 3.4

Door fixtures for Handles power coated 150mm (P.No. XIV Sl.No. 393 code 0178 )

Door fixtures for Tower Bolt 300mm long (P.No XIV Sl.No. 412 code 0427

KSRB 7.9 : Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12 (P-33 I-7.9 of Belgaum Circle SR of 2014-15)

KSRB 15-17.1 : Applying priming coat over new wood surface and / or wood based surface after brushing with wood primer pink paint including preparing the surface after throughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications. ( I.No. 15.55, P. No.115 )

KSRB 15-17.6 : Providing and applying painting two coats (excluding priming coat) on new wood surface and / or wood based surface with enamel paint to give an even shade, cleaning the surface of all dirt, dust and other foreign matter, sand papering including cost of materials, labour, complete as per specifications. (I.No.15.60.1,P.No.116)

P.W.D.CODE PARA - 133

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

This is to certify that,Shri. S R Mirajkar , Assistant Executive Engineer,have personally visited spot and prepared the estimate using sanctioned scheduled of rates provided for the most economical and safe way of executing work.

Assistant Executive Engineer, P.W.D Sub-Division,Kittur

C E R T I F I C A T E.

(As required vide G.O.No.PWD SL.CMS.96 Dtd:27/6/1991)

Certified that, sufficient case has been taken while preparaing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work in sufficient quantity are included while preparing the estimate,and specification of items included are completed and correct.

Assistant Executive Engineer, P.W.D Sub-Division,Kittur Executive Engineer, P.W.D Division, Belagavi

C E R T I F I C A T E.

Certified that, the work proposed in this estimate has not been taken up under any other head/programme by any agency. The said work has not been included / proposed / over lapped in any other proposed or approved programme.

Assistant Executive Engineer, P.W.D Sub-Division,Kittur Executive Engineer, P.W.D Division,Belagavi

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಕಿತ್ತೂರ ಮತಕ್ಷೇತ್ರ ಕಿತ್ತೂರು ಉಪ-ವಿಭಾಗದ ವ್ಯಾಪ್ತಿಯ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರಸ್ತೆಯು ಪ್ರಮುಖ ರಾಜ್ಯ ಹೆದ್ದಾರಿ ರಸ್ತೆಯಾಗಿದೆ. ಸದರಿ ರಸ್ತೆಯು ಕಳೆದ ಎರಡು ವರ್ಷಗಳಿಂದ ಸುರಿದ ಭಾರಿ ಮಳೆಯಿಂದ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ತುಂಬಾ ಹದಗೆಟ್ಟಿದ್ದು (ಛಾಯಾಚಿತ್ರ ಲಗತ್ತಿಸಿದೆ), ಸದರಿ ರಸ್ತೆಯಲ್ಲಿ ಸಾರ್ವಜನಿಕರು ಹಾಗೂ ವಾಹನ ಸಂಚಾರಕ್ಕೆ ತುಂಬಾ ಅಡಚಣೆಯಾಗಿ ಕಿರಿಕಿರಿ ಉಂಟಾಗುತ್ತಿದೆ, ಸದರಿ ರಸ್ತೆಯನ್ನು ಸುಧಾರಣೆ ಮಾಡುವುದು ಅತೀ ಅವಶ್ಯವಾಗಿರುವುದರಿಂದ ಮಾನ್ಯ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಶಾಸಕರು ಸೂಚಿಸಿದ ಮೇರೆಗೆ ಈ ರಸ್ತೆಯನ್ನು ಅಭಿವೃದ್ಧಿಪಡಿಸಲು ಸನ್ಮಾನ್ಯ ಮುಖ್ಯಮಂತ್ರಿಯವರ ಮೂಲಸೌಕರ್ಯ ಅಭಿವೃದ್ಧಿ ಯೋಜನೆ ವಿಶೇಷ ಅನುದಾನದಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವ ಪ್ರಸ್ತಾವನೆಯನ್ನು ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯ ಮೂಲಕ ಸಲ್ಲಿಸಲಾಗಿದೆ

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1 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. 2.5 (ii) By Mechanical Means using Dozer (a) In area of light jungle [I.No.-2.5 (ii) a / Page-9 of PWD SR (Vol. 3) 2023-24]

2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead[I.No.-3.5 / Page-17 of PWD SR (Vol. 3) 2023-24]

3 Compacting Original Ground: Loosening, leveling and Compacting original ground supportingembankment 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..[I.No.-3.7 / Page-17 of PWD SR (Vol. 3) 2023-24]

4 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto 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 [I.No.- 1.12 / Page-8 of PWD SR (Vol. 1) 2023-24]

5 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) [I.No.- 1.7/ Page- 7 of PWD SR (Vol. 1) 2023-24]

6 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 [I.No.- 1.8/ Page- 7 of PWD SR (Vol. 1) 2023-24]

7 Construction of Subgrade and Earthen Shoulders 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 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24]

8 Granular Sub-Base 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[I.No.-4.2 B (v) / Page- 23 of PWD SR (Vol. 3) 2023-24]

9 Wet Mix Macadam (Plant mix method): 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 rollerto achieve the desireddensity. [I.No.-4.17 / Page-26 of PWD SR (Vol. 3) 2023-24]

10 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means..[I.No.- 5.1 A(i) / Page-31 of PWD SR (Vol. 3) 2023-24]

11 Tack coat on Granular surface treated with primer: Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.[I.No.-5.4 (ii) / Page- 31 of PWD SR (Vol. 3) 2023-24]

12 Dense Graded Bituminous macadam Grading - ii for traffic <20 mSa: Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.[I.No.-5.12 C / Page- 35 of PWD SR (Vol. 3) 2023-24]

13 Bituminous Concrete Grading - ii for traffic <20 mSa: Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects[I.No.-5.16 B (C)/ Page- 37-38 of PWD SR (Vol. 3) 2023-24]

14 Surface Drains in Soil Construction of unlined surface drains of average cross- sectional 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. Mechanical Means [I.No.-16.8 b / Page- 144 of PWD SR (Vol. 3) 2023-24]

15 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. 60 cm equilateral triangle[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24]

16 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. 60 cm circular[I.No.-8.6 (viii) / Page- 65 of PWD SR (Vol. 3) 2023-24]

17 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. 60 cm circular[I.No.-8.6 (viii) / Page- 65 of PWD SR (Vol. 3) 2023-24]

18 Direction and Place Identification Signs upto 0.9 m2 Size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.[I.No.-8.7 / Page-65 of PWD SR (Vol. 3) 2023-24]

19 Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24]

20 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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24]

21 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24]

22 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24]

23 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24]

24 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: 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.[I.No.- 16.15 (c)/ Page- 146 of PWD SR (Vol. 3) 2023-24]

25 Painting Two Coats on New Concrete Surfaces: Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces .[I.No.- 8.10 / Page- 66 of PWD SR (Vol. 3) 2023-24]

26 Painting on Steel Surfaces: Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade.[I.No.- 8.11 / Page- 66 of PWD SR (Vol. 3) 2023-24]

27 Chevron Boards: Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. [I.No.-88.48 / Page-76 of PWD SR (Vol. 3) 2023-24]

28 Boundary pillar / Guard Stone:Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting

29 Road Delineators: 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.

30 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022[I.No.-8.60.2 (i) / Page-80 of PWD SR (Vol. 3) 2023-24]

1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24]

2 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24]

3 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[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24].

4 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24]

6 Formwork for 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24]

7 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row: Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 1000 mm dia.[I.No.- 16.16 (b)/ Page- 146 of PWD SR (Vol. 3) 2023-24]

8 Construction of Subgrade and Earthen Shoulders 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 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24]

ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಮೇಲ್ಕಾಣಿಸಿದ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ 2023-24 (2024-25 ನೇ) ಸಾಲಿಗೆ ಮುಂದುವರೆದ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಏಕ ರೂಪ ದರಪಟ್ಟಿಯನ್ವಯ ಸೇರಿಸಿಕೊಂಡು ಒಟ್ಟು ರೂ. 600.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ. 20592.57438 1913.808028

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು, ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು,

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪ-ವಿಭಾಗ, ಕಿತ್ತೂರು ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ವಿಭಾಗ, ಬೆಳಗಾವಿ

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Dressing Room Skirting

On Stage (Wooden mat Finish) 1 10 3

KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6 cum (P-13 I-4.13 of Belgaum Circle SR of 2014-15)

Columns above plinth upto Gr. Floor slab

RCC LINTEL Band

Vertical. Side LINTEL Band 0.15

Horizontal Side LINTEL Band 0.15

Rear Side LINTEL Band 0.15

Front LINTEL Band 0.15

Slab Beams ( GR Floor)

Vertical. Side Slab Beams 0.65

Horizontal Side Slab Beams 2 0.65

Rear Side Slab Beams 0.65

Front Slab Beams 0.65

Columns above plinth upto Gr. Floor slab

Vertical. Side LINTEL Band (0.23+2*0.15) 0 0.15

Horizontal Side LINTEL Band (0.23+2*0.15) 0 0.15

Rear Side LINTEL Band 1 (0.23+2*0.15) 0 0.15

Front LINTEL Band 1 (0.23+2*0.15) 0 0.15

Vertical. Side Slab Beams (0.23+2*0.65) 0 0.65

Horizontal Side Slab Beams 2 (0.23+2*0.65) 0 0.65

Rear Side Slab Beams 1 (0.23+2*0.65) 0 0.65

Front Slab Beams 1 (0.23+2*0.65) 0 0.65

Dressing Room 2 3.6 3.1

Vertical. Side Walls 3.4

Horizontal Side Walls 3.4

Rear Side Walls 3.4

Front Walls 3.4

Toilet walls 2 6.85 0.115 3.4 5.3567

KSRB15-3.8 : Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-111, I-15.16 of Belgaum SR of 2014-15)

KSRB15-3.2 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-110, I-15.10 of Belgaum SR of 2014-15)

Hall and stage area 1 45.2 3.4

Dressing Room 13.4 3.4

Toilet Walls 2 6.6 3.4

Door fixtures for Handles power coated 150mm (P.No. XIV Sl.No. 393 code 0178 )

Door fixtures for Tower Bolt 300mm long (P.No XIV Sl.No. 412 code 0427

KSRB 7.9 : Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12 (P-33 I-7.9 of Belgaum Circle SR of 2014-15)

KSRB 15-17.1 : Applying priming coat over new wood surface and / or wood based surface after brushing with wood primer pink paint including preparing the surface after throughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications. ( I.No. 15.55, P. No.115 )

KSRB 15-17.6 : Providing and applying painting two coats (excluding priming coat) on new wood surface and / or wood based surface with enamel paint to give an even shade, cleaning the surface of all dirt, dust and other foreign matter, sand papering including cost of materials, labour, complete as per specifications. (I.No.15.60.1,P.No.116)

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

RECAPITULATION SHEET

Sl No Name of Estimate Amount EPROC

3 Maintanance Cost for 3 years after DLP of 2 Years ₹ 731,942.40 731942.40 ₹ 0.00

6 3rd party charges, QC Charges & Plantation Charges 1% ₹ 475,819.99 ₹ 475,815.66

7 Misc & Rounding Off ₹ 64,762.97 ₹ 65,307.87

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

MEASUREMENT SHEET

Sl. No. Description No. L B D Qty. Unit Rate Amount

Improvements to Sindhnoor-Hemmadaga SH-30 Length Provisions

Ch. 252.82 to 252.835 Km 15.00 Bellmouth Portion - Scarifying the existing CW, Compaction, WMM-250mm, DBM-50mm & BC-30mm

Ch. 252.835 to 252.97 Km 135.00 Scarifying the existing 5.50m CW, Compaction, WMM-250mm, DBM-50mm & BC-30mm

Ch. 252.97 to 253.27 Km 300.00 Scarifying the existing 5.50m CW, Compaction, Subgrade-200mm , GSB-200mm, WMM-250mm, DBM-50mm & BC-30mm

Ch. 253.27 to 254.81 Km 1540.00 Scarifying the existing 3.75m CW, Widening from 3.75 to 5.50m CW Box Cutting, Subgrade-200mm , GSB-200mm for Box Cut Portion, WMM-250mm for 5.50m, DBM-50mm & BC-30mm

Ch. 254.81 to 254.853 Km 43.00 Existing Bridge DBM - 50mm, BC - 30mm

Ch. 254.853 to 256.71 Km 1857.00 Scarifying the existing 3.75m CW, Widening from 3.75 to 5.50m CW Box Cutting, Subgrade-200mm , GSB-200mm for Box Cut Portion, WMM-250mm for 5.50m, DBM-50mm & BC-30mm

1 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. 2.5 (ii) By Mechanical Means using Dozer (a) In area of light jungle [I.No.-2.5 (ii) a / Page-9 of PWD SR (Vol. 3) 2023-24]

Considering only 40% area 40% 6,224.00 155.60 62.24 93.36

2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead[I.No.-3.5 / Page-17 of PWD SR (Vol. 3) 2023-24]

3 Compacting Original Ground: Loosening, leveling and Compacting original ground supportingembankment 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..[I.No.-3.7 / Page-17 of PWD SR (Vol. 3) 2023-24] 9.875

4 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto 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 [I.No.- 1.12 / Page-8 of PWD SR (Vol. 1) 2023-24]

Box Cutting for widening as per calculation sheet 681.86

Vertical Allignment Correction from Ch.252.97 to 253.27 km as per calculation sheet 1,074.83

5 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) [I.No.- 1.7/ Page- 7 of PWD SR (Vol. 1) 2023-24]

For Side Low lying Portion

Qty as per calculation sheet 2,474.82

Available excavated earth from I.No 4 1,756.69

Use 70% of available earth 70% 1,229.68 527.01

6 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 [I.No.- 1.8/ Page- 7 of PWD SR (Vol. 1) 2023-24]

For Side Low lying Portion

Qty as per calculation sheet 2,474.82

Deduct Available excavated earth from I.No 4 1,229.68

7 Construction of Subgrade and Earthen Shoulders 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 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24]

For Formation BC DBM WMM GSB Subgrade Total crest Wide Shoulder Exist Total

Field approach roads 1 2 10.00 3.750 0.100 7.50

8 Granular Sub-Base 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[I.No.-4.2 B (v) / Page- 23 of PWD SR (Vol. 3) 2023-24]

GSB 1st Layer 0.73 0.875 0.875 1 1 3.75 8.96 bottom

Box Cutting Portion 8.61 17.37 8.685

GSB 2nd Layer 7.36 14.92 7.4600

Box Cutting Portion

9 Wet Mix Macadam (Plant mix method): 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 rollerto achieve the desireddensity. [I.No.-4.17 / Page-26 of PWD SR (Vol. 3) 2023-24]

For Carraigeway

Curve Widening at Ch. 253.27 to 253.33 1 30.00 0.60 0.25 4.50

Curve Widening at Ch. 256.39 to 256.42 1 30.00 0.60 0.25 4.50

Curve Widening at Ch. 256.60 to 256.63 1 30.00 0.60 0.25 4.50

10 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means..[I.No.- 5.1 A(i) / Page-31 of PWD SR (Vol. 3) 2023-24]

For Carraigeway

Curve Widening at Ch. 253.27 to 253.33 1 30.00 0.60 18.00

Curve Widening at Ch. 256.39 to 256.42 1 30.00 0.60 18.00

Curve Widening at Ch. 256.60 to 256.63 1 30.00 0.60 18.00

11 Tack coat on Granular surface treated with primer: Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.[I.No.-5.4 (ii) / Page- 31 of PWD SR (Vol. 3) 2023-24]

For Carraigeway

Curve Widening at Ch. 253.27 to 253.33 1 30.00 0.60 18.00

Curve Widening at Ch. 256.39 to 256.42 1 30.00 0.60 18.00

Curve Widening at Ch. 256.60 to 256.63 1 30.00 0.60 18.00

12 Dense Graded Bituminous macadam Grading - ii for traffic <20 mSa: Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.[I.No.-5.12 C / Page- 35 of PWD SR (Vol. 3) 2023-24]

For Carraigeway

Curve Widening at Ch. 253.27 to 253.33 1 30.00 0.60 0.05 0.90

Curve Widening at Ch. 256.39 to 256.42 1 30.00 0.60 0.05 0.90

Curve Widening at Ch. 256.60 to 256.63 1 30.00 0.60 0.05 0.90

13 Bituminous Concrete Grading - ii for traffic <20 mSa: Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects[I.No.-5.16 B (C)/ Page- 37-38 of PWD SR (Vol. 3) 2023-24]

For Carraigeway

Curve Widening at Ch. 253.27 to 253.33 1 30.00 0.60 0.03 0.54

Curve Widening at Ch. 256.39 to 256.42 1 30.00 0.60 0.03 0.54

Curve Widening at Ch. 256.60 to 256.63 1 30.00 0.60 0.03 0.54

14 Surface Drains in Soil Construction of unlined surface drains of average cross- sectional 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. Mechanical Means [I.No.-16.8 b / Page- 144 of PWD SR (Vol. 3) 2023-24]

ROAD SAFETY WORKS

15 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. 60 cm equilateral triangle[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24]

16 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. 60 cm circular[I.No.-8.6 (viii) / Page- 65 of PWD SR (Vol. 3) 2023-24]

17 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. 80 mm x 60 mm rectangular[I.No.-8.6 (x) / Page- 65 of PWD SR (Vol. 3) 2023-24]

18 Direction and Place Identification Signs upto 0.9 m2 Size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.[I.No.-8.7 / Page-65 of PWD SR (Vol. 3) 2023-24]

19 Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24]

For Carraigeway

at curves (2x4=8 strips at each curve) 7 8 5.50 0.10 30.80 56

at junction to MDR in Ch. 254.26 Km (2x4=8) 2 8 5.50 0.10 8.80 16

20 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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24]

at curves (4x2x4=32 for each strip at curve) 1 7 32 224.00 7

at junction to MDR in Ch. 254.26 Km (Devarshigihalli cross) 2 4 4 32.00 8

21 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24]

22 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24]

21 Dismantling of Structures 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 Prestressed / RCC grade M-20 & above[I.No.-2.8 (ii) B / Page- 10 of PWD SR (Vol. 3) 2023-24]

Mallapur Village Limit 1 300.00 0.90 0.675 182.25

Sangolli Village Limit 1 1100.00 0.90 0.675 668.25

Bevinakoppa Village Limit 1 700.00 0.90 0.675 425.25

Amatur Village Limit 1 400.00 0.90 0.675 243.00

Bailahongal Village Limit 1 500.00 0.90 0.675 303.75

22 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24]

Mallapur Village Limit 1 300.00 0.90 0.10 27.00

Sangolli Village Limit 1 1100.00 0.90 0.10 99.00

Bevinakoppa Village Limit 1 700.00 0.90 0.10 63.00

Amatur Village Limit 1 400.00 0.90 0.10 36.00

Bailahongal Village Limit 1 500.00 0.90 0.10 45.00

23 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[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24].

Qty Vide I.No. 29 1380.00 65.00 Kg/Cum 89,700.00 Kg

24 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24]

Mallapur Village Limit

Sangolli Village Limit

Bevinakoppa Village Limit

Amatur Village Limit

Bailahongal Village Limit

From Ch. 24.83 to 25.28 km

Total 1,380.00 Cum

25 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift .charges etc, Complete. [I.No.-17.12 / Page-176 of PWD SR (Vol. 2) 2023-24]

Mallapur Village Limit 1 2 300.00 0.70 420.00

Sangolli Village Limit 1 2 1100.00 0.70 1,540.00

Bevinakoppa Village Limit 1 2 700.00 0.70 980.00

Amatur Village Limit 1 2 400.00 0.70 560.00

Bailahongal Village Limit 1 2 500.00 0.70 700.00

Total 4,830.00 Sqm

26 Formwork for 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24]

Qty Vide I.No. 10 1,380.00 Cum

27 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: 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.[I.No.- 16.15 (c)/ Page- 146 of PWD SR (Vol. 3) 2023-24]

Mallapur Village Limit 1 300.00 0.10 0.45 13.50

Sangolli Village Limit 1 1100.00 0.10 0.45 49.50

Bevinakoppa Village Limit 1 700.00 0.10 0.45 31.50

Amatur Village Limit 1 400.00 0.10 0.45 18.00

Bailahongal Village Limit 1 500.00 0.10 0.45 22.50

#REF! Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: 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.[I.No.- 16.15 (c)/ Page- 146 of PWD SR (Vol. 3) 2023-24]

1 #REF! #REF! 0.10 0.90 #REF!

23 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24]

at approach roads 3 1 5.00 1.00 1.00 15.00

24 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: 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.[I.No.- 16.15 (c)/ Page- 146 of PWD SR (Vol. 3) 2023-24]

at approach roads 3 2 2.50 15.00

25 Painting Two Coats on New Concrete Surfaces: Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces .[I.No.- 8.10 / Page- 66 of PWD SR (Vol. 3) 2023-24]

For Guard Stones 16 4 0.80 0.75 38.40 64

26 Painting on Steel Surfaces: Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade.[I.No.- 8.11 / Page- 66 of PWD SR (Vol. 3) 2023-24]

27 Chevron Boards: Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. [I.No.-88.48 / Page-76 of PWD SR (Vol. 3) 2023-24]

28 Boundary pillar / Guard Stone:Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting

At Ch. 254.80 Km Near Tatti halla Bridge 1 4 4.00 16.00

29 Road Delineators: 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. [I.No.- 8.17 / Page-67 of PWD SR (Vol. 3) 2023-24]

At Ch. 254.80 Km Near Tatti halla Bridge 1 2 2.00

30 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 [I.No.-8.60.2 (i) / Page-80 of PWD SR (Vol. 3) 2023-24]

31 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

Sub-Total = 46187964.00

Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto 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 [I.No.- 1.12 / Page-8 of PWD SR (Vol. 1) 2023-24]

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. 15.616

MEASUREMENT SHEET 15.911 1.24

Sl. No. Description No. L B D Qty. Unit Rate Amount -0.819 16.01 1181

1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] 16.01 15.649

CD at Ch. 255.70 km- Pipe Laying area 1 1 15.00 3.500 1.30 68.25 #REF! 29

CD at Ch. 256.40 km- Pipe Laying area 1 1 12.50 3.500 1.30 56.88

CD at Ch. 254.36 km- Pipe Laying area 1 1 10.00 3.500 1.30 0.00

2 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24] 16.365 15.851

3 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[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24]. -0.819 13.2

Distribution bars (8mm dia @ 200mm C/C) 2 4 13.00 4.30 0.395 176.64

4 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24]

For Side Walls 2 2 4.30 0.40 2.430 16.72

Deductions-Pipe area -2 3.142 0.40 0.50 0.50 (0.63)

5 Formwork for 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24]

Formwork for Walls 15.46 m3 2177.35 33,661.83

6 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row: Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 1000 mm dia.[I.No.- 16.16 (b)/ Page- 146 of PWD SR (Vol. 3) 2023-24] 0.35 5.75 11.25 5.625 5.125

CD at Ch. 255.70 km- Pipe Laying area 1 1 15.00 15.00

CD at Ch. 256.40 km- Pipe Laying area 1 1 12.50 12.50

CD at Ch. 254.36 km- Pipe Laying area 1 1 10.00 0.00

7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. [I.No.-1.9 / Page- 7 of PWD SR (Vol. 1) 2023-24] 0.6

Qty Vide I.No.1 134.42 #REF!

Deductions-Pipe area -2 3.142 15.00 0.50 0.50 (23.57) #REF!

Deductions-Pipe area -2 3.142 12.50 0.50 0.50 (19.64)

Deductions-Pipe area -2 3.142 10.00 0.50 0.50 0.00

8 Construction of Subgrade and Earthen Shoulders 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 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24] 0.6

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. 15.616

MEASUREMENT SHEET FOR CD 15.911 1.24

Sl. No. Description No. L B D Qty. Unit Rate Amount -0.819 16.01 1181

1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] 16.01 15.649

2 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24] 15.721 16.236 16.221 0.445 0.975 0.445 15.721

3 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[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24].

Walls & Raft 108

Distribution bars (12mm dia @ 150mm C/C) 2 34 13.00 0.890 786.76

Haunch bars (10mm dia @ 150mm C/C) 2 88 0.50 0.617 54.30 15.2

Distribution bars (12mm dia @ 125mm C/C) 2 19 13.00 0.890 439.66 0.15 0.2121320344

Distribution bars (10mm dia @ 150mm C/C) 2 5 1.96 0.617 12.09

4 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24]

For Side Walls 1 2 13.00 0.23 1.50 8.97

5 Formwork for 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-Addendum I, Sl.No. 6 / Pg-112 of PWD SR (Vol. 1) 2023-24]

Formwork for RCC Box culvert 22.03 m3 #REF! #REF!

Sub-Total = #REF! 38011888.71 #REF!

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Sl. No. Item No. & Page Vol. Particulars Unit Basic Rate Issue Rate of cement Constant of Cement Deduct Cost of cement Present Market rate of cement Add Cost of cement Area Weightage in % Formwork in % Final Rate

1 2.5 (ii) a /Pg No.9 3 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. 2.5 (ii) By Mechanical Means using Dozer (a) In area of light jungle [I.No.-2.5 (ii) a / Page-9 of PWD SR (Vol. 3) 2023-24] Per 100m2 393.00 6980.00 0.22 -1535.60 5800.00 1276.00 - - 393.00

2 3.5 / Page-17 3 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead[I.No.-3.5 / Page-17 of PWD SR (Vol. 3) 2023-24] m2 6.00 - - 6.00

3 3.7 / Page-17 3 Compacting Original Ground: Loosening, leveling and Compacting original ground supportingembankment 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..[I.No.-3.7 / Page-17 of PWD SR (Vol. 3) 2023-24] m3 105.00 6980.00 0.22 -1535.60 5800.00 1276.00 - - 105.00

4 1.12/ Page- 8 1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto 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 [I.No.- 1.12 / Page-8 of PWD SR (Vol. 1) 2023-24] m3 95.00 - - 95.00 Manual Means - Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work.

5 1.7 / Page- 7 1 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) [I.No.- 1.7/ Page- 7 of PWD SR (Vol. 1) 2023-24] m3 119.00 - - 119.00

6 1.8 / Page- 7 1 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 [I.No.- 1.8/ Page- 7 of PWD SR (Vol. 1) 2023-24] m3 474.00 - - 474.00

7 3.6 / Page- 17 3 Construction of Subgrade and Earthen Shoulders 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 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24] m3 493.00 69857.00 1.05 -73349.85 73000.00 76650.00 - - 493.00

8 4.2 B (v) / Page- 23 3 Granular Sub-Base 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[I.No.-4.2 B (v) / Page- 23 of PWD SR (Vol. 3) 2023-24] m3 2359.00 69857.00 1.05 -73349.85 73000.00 76650.00 - - 2359.00

9 4.17 / Page-26 3 Wet Mix Macadam (Plant mix method): 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 rollerto achieve the desireddensity. [I.No.-4.17 / Page-26 of PWD SR (Vol. 3) 2023-24] m3 2559.00 - - - - - - - 2559.00

10 5.1 A(i) / Page-31 3 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means..[I.No.- 5.1 A(i) / Page-31 of PWD SR (Vol. 3) 2023-24] m2 41.00 - - - - - - - 41.00

11 5.4 (ii) / Page- 31 3 Tack coat on Granular surface treated with primer: Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.[I.No.-5.4 (ii) / Page- 31 of PWD SR (Vol. 3) 2023-24] m2 14.00 - - - - - - - 14.00

12 5.12 C / Page- 35 3 Dense Graded Bituminous macadam Grading - ii for traffic <20 mSa: Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.[I.No.-5.12 C / Page- 35 of PWD SR (Vol. 3) 2023-24] m3 9449.00 - - - - - - - 9449.00

13 5.16 B (C)/ Page- 37-38 3 Bituminous Concrete Grading - ii for traffic <20 mSa: Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects[I.No.-5.16 B (C)/ Page- 37-38 of PWD SR (Vol. 3) 2023-24] m3 10954.00 - - - - - - - 10954.00

14 16.8 b / Page- 144 3 Surface Drains in Soil Construction of unlined surface drains of average cross- sectional 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. Mechanical Means [I.No.-16.8 b / Page- 144 of PWD SR (Vol. 3) 2023-24] m 25.00 25.00

15 8.6 A (iv) / Page- 64 3 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. 60 cm equilateral triangle[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24] Each 3591.00 - - - - - - - 3591.00

16 8.6 (viii) / Page- 65 3 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. 60 cm circular[I.No.-8.6 (viii) / Page- 65 of PWD SR (Vol. 3) 2023-24] Each 4336.00 - - - - - - - 4336.00

17 8.6 (x) / Page- 65 3 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. 60 cm circular[I.No.-8.6 (viii) / Page- 65 of PWD SR (Vol. 3) 2023-24] Each 5492.00 - - - - - - - 5492.00

18 8.7 / Page-65 3 Direction and Place Identification Signs upto 0.9 m2 Size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.[I.No.-8.7 / Page-65 of PWD SR (Vol. 3) 2023-24] m2 8995.00 - - - - - - - 8995.00

19 8.15 / Page-67 3 Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24] m2 530.00 - - 530.00

20 8.43 / Page-74 3 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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24] No. 365.00 6980.00 0.22 -1535.60 5800.00 1276.00 - - 365.00

21 8.16 (ii) / Page-67 3 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24] Each 2889.00 - - 2889.00

22 8.16(iii) / Page-67 3 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24] Each 820.00 69857.00 1.05 -73349.85 73000.00 76650.00 - - 820.00

23 1.14.1/ Page- 8 1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] m3 102.00 6980.00 0.32 -2233.60 5800.00 1856.00 - - 102.00

24 16.15 (C)/ Page- 146 3 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: 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.[I.No.- 16.15 (c)/ Page- 146 of PWD SR (Vol. 3) 2023-24] M 3335.00 - - 3335.00

25 8.10 / Page- 66 3 Painting Two Coats on New Concrete Surfaces: Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces .[I.No.- 8.10 / Page- 66 of PWD SR (Vol. 3) 2023-24] m2 109.00 - - 109.00

26 8.11 / Page- 66 3 Painting on Steel Surfaces: Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade.[I.No.- 8.11 / Page- 66 of PWD SR (Vol. 3) 2023-24] m2 96.00 6980.00 0.22 -1535.60 5800.00 1276.00 - - 96.00

27 8.48 / Page-76 3 Chevron Boards: Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. [I.No.-88.48 / Page-76 of PWD SR (Vol. 3) 2023-24] No. 3573.00 - - - - - - - 3573.00

28 8.18 / Page-67 3 Boundary pillar / Guard Stone:Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 733.00 - - 733.00

29 8.17 / Page-67 3 Road Delineators: 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 2021.00 - - 2021.00

30 8.60.2 (i) / Page-80 3 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022[I.No.-8.60.2 (i) / Page-80 of PWD SR (Vol. 3) 2023-24] No.s 37970.00 - - - - - - - 37970.00

31 P.No-78, I.No 8.54 3 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 No. 9000.00 - - - - - - - 9000.00

1 1.14.1/Pg No.8 1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] m3 102.00 6980.00 0.22 -1535.60 5800.00 1276.00 - - 102.00

2 2.1.3 / Page- 15 1 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24] m3 5918.00 6980.00 0.22 -1535.60 5800.00 1276.00 - - 5918.00

3 2.11 h / Page- 18 1 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[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24]. Tonne 69749.00 6980.00 0.32 -2233.60 5800.00 1856.00 - - 69749.00

4 2.4.2 / Page-16-17 1 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24] m3 6221.00 - - 6221.00

6 2.4.2 / Page-16-17 1 Formwork for 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24] m3 6221.00 - 35% 2177.35

7 16.16 (b)/ Page- 146 3 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row: Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 1000 mm dia.[I.No.- 16.16 (b)/ Page- 146 of PWD SR (Vol. 3) 2023-24] m3 16007.00 - - 16007.00

8 1.9/ Page- 7 1 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. [I.No.-1.9 / Page- 7 of PWD SR (Vol. 1) 2023-24] m3 266.00 - - 266.00

9 3.6 / Page- 17 3 Construction of Subgrade and Earthen Shoulders 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 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24] m3 493.00 - - 493.00

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Sl. No. Particulars Unit Qty Area Weightage Rate Amount

1 Road Maintainance for 3rd Year for road with DBM+BC as waering coat [I.No.- As per rates approved by SE BGM] Km 3.890 - 36230.00 ₹ 140,934.70

2 Road Maintainance for 4th Year for road with DBM+BC as waering coat [I.No.- As per rates approved by SE BGM] Km 3.890 - 64240.00 ₹ 249,893.60

3 Road Maintainance for 5th Year for road with DBM+BC as waering coat [I.No.- As per rates approved by SE BGM] Km 3.890 - 87690.00 ₹ 341,114.10

Sub-Total Rs. = ₹ 731,942.40

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Sub-Estimate for Maintainance for 3rd, 4th & 5th Year

MEASUREMENT SHEET 1.24

Sl. No. Description No. L B D Qty. Unit 16.01

1 Road Maintainance for 3rd Year for road with DBM+BC as waering coat [I.No.- As per rates approved by SE BGM]

2 Road Maintainance for 4th Year for road with DBM+BC as waering coat [I.No.- As per rates approved by SE BGM]

3 Road Maintainance for 5th Year for road with DBM+BC as waering coat [I.No.- As per rates approved by SE BGM]

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Sl. No. Item No. & Page Volume Particulars Unit Basic Rate Issue Rate of cement Constant of Cement Deduct Cost of cement Present Market rate of cement Add Cost of cement Final Rate

1 As per rates approved by SE BGM Road Maintainance for 3rd Year for road with DBM+BC as waering coat [I.No.- As per rates approved by SE BGM] Km 36230.00 36230.00

2 As per rates approved by SE BGM Road Maintainance for 4th Year for road with DBM+BC as waering coat [I.No.- As per rates approved by SE BGM] Km 64240.00 6980.00 0.22 -1535.60 5800.00 1276.00 64240.00

3 As per rates approved by SE BGM Road Maintainance for 5th Year for road with DBM+BC as waering coat [I.No.- As per rates approved by SE BGM] Km 87690.00 87690.00

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Km No. Effective CBR Value MSA Required Thickness in mm As per Design Existing Proposed

Subgrade Sub base Base DBM BC Total Subgrade Sub base Base BM SDBC Total Subgrade Sub base Base DBM BC Total

mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm

Note: 1) The Existing road is severally damaged and the top asphalt layer along with the base layer is damaged at selected reaches.

2) Stage Construction is proposed for the bituminous layers.

3) Widening is proposed from 3.75 to 5.50m at Ch. 252.97 to 256.71 Km

Assistant Executive Engineer,

Public Works Department,

Sub-Division Kittur.

Earthwork excavation quantity for the vertical alignment correction to the Road Connecting New Bus Depot to NH-4 in Kittur Town of Belagavi District

Chainage Ground Level in m Formation Level in m Ground Level in m Formation Level in m Cutting Width bd sd2 Area Mean Area Volume of Cutting

ಕಾಮಗಾರಿಯ ಹೆಸರುಃ- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಸಿಂಧನೂರು-ಹೆಮ್ಮಡಗಾ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-30 ರ ಕಿ.ಮೀ. 252.82 ರಿಂದ 256.71 ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Chainage in Km Length in m Ground Level in m Formation Level in m Filling bd sd2 Area Mean Area Volume of Filling

Volume Report Between OGL and FRL

Sl. Section Previous Length Cutting Volume Filling Volume

No. From Section Area Previous Average Volume Area Previous Average Volume

Sq. Mtrs Area Sq. Mtrs Cum Sq. Mtrs Area Sq. Mtrs Cum

Volume Report Between OGL and FRL

Sl. Section Previous Length Cutting Volume Filling Volume

No. From Section Area Previous Average Volume Area Previous Average Volume

Sq. Mtrs Area Sq. Mtrs Cum Sq. Mtrs Area Sq. Mtrs Cum

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 2019-20 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