Improvement of the road from Hirur Kabarsthan to Totad school of Savadatti Yallamma constituency in Belgaum district. (Village road)

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT BELAGAVI DIVISION, BELAGAVI

C& B NORTH ZONE

SUB-DIVISION SAUNDATTI

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೂರ ಗ್ರಾಮದ ಕಬರಸ್ಥಾನದಿಂದ ತೋಟದ ಶಾಲೆವರೆಗಿನ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.(ಗ್ರಾಮೀಣ ರಸ್ತೆ)

ESTIMATE COST : Rs 160.00 LAKHS

[PARRAGRAPH 130(A) OF KARNATAKA PUBLIC WORKS DEPARTMENT CODE]

Division : PWD Division Belagavi

Sub-Division : PWD Sub Division Saundatti

Sanctioned estimate No :

Department head :

The estimate has been framed in the office of the Exacutive Engineer, PWD Belagavi Division Belagavi of probale expenses that will be incurred in ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೂರ ಗ್ರಾಮದ ಕಬರಸ್ಥಾನದಿಂದ ತೋಟದ ಶಾಲೆವರೆಗಿನ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಗ್ರಾಮೀಣ ರಸ್ತೆ)

Estimated cost : Rs. 160.00 Lakhs

Administratively approved under :

Technically sanctioned under

Estimate prepared by : Shri. Vinayak Gondi J.E.

Estimate checked by : Shri. Vijay Sangappagol, A.E.E

(Call or authority) :

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Assistant Executive Engineer PWD Sub Division Saundatti

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೂರ ಗ್ರಾಮದ ಕಬರಸ್ಥಾನದಿಂದ ತೋಟದ ಶಾಲೆವರೆಗಿನ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಗ್ರಾಮೀಣ ರಸ್ತೆ) NO/AEE/PWD/SDT/5054/MDR/IMPTS/HHU/2024-25

Recaptulation sheet Improvements to Hooli-Harlapur-Ugaragol to join SH-30 road From Km. 5.50 to 6.10 in Savadatti Taluka of Belagavi Dist Under H/A 5054 MDR Improvements for the year 2024-25

Sl. No. Description Amount

3 QA Charges / Third Party Inspection Charges Rs. 25000.00 25000.00 0.00 -25000.00

4 Plantation Rs. 10000.00 10000.00

6 Utility Shifting, Misc & Rounding off Rs. 2109.51 2128.28 18.77 -2090.74

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Savadatti PWD Division Belagavi

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ B ¸ÀªÀzÀwÛ vÁ®ÆQ£À CgÀ¨sÁ«-ZÀ¼ÀîPÉgÉ (gÁ.ºÉ-45) jAzÀ PÀÄgÀħUÀnÖ-vÁªÀ®UÉÃj gÀ¸ÉÛ Q.«Äà 0.000 jAzÀ 7.000 gÀªÀgÉUÉ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ.( ¥Àæ¸ÁÛ¦vÀ Q.«Äà 0.000 jAzÀ 4.80 gÀªÀgÉUÉ)

ESTIMATE (ABSTRACT)

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

1 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B)) Cum 4890.0000 25.75 125917.50

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 (Vol-3, P.No. 17 / I.No. 3.5) Sqm 17848.5000 6.18 110303.73

3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) Cum 6268.9750 425.39 2666759.28

4 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401[I.No.-4.1 A (v) / Page- 23 of PWD SR (Vol. 3) 2023-24] Cum 4185.0000 2561.61 10720337.85

5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17, (A)) Cum 4108.1250 2635.77 10828072.63

6 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] Sqm 14775.0000 42.23 623948.25

7 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom[I.No.-5.3 (i) / Page- 31 of PWD SR (Vol. 3) 2023-24] Sqm 14837.5000 12.36 183391.50

8 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Vol-3, P.No.33 / I.No. 5.8 (ii) C) Cum 409.3750 7890.83 3230308.53

9 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (Vol-3, P.No. 43 / I.No. 5.31(1)) Cum 370.9375 10456.56 3878730.23

10 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28) Cum 1045.0000 6956.62 7269667.90

11 Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8) Sqm 2.1600 9993.06 21585.01

12 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.6 (iv)) Nos 10.0000 3712.12 37121.20

13 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] Nos 448.0000 375.95 168425.60

14 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] Sqm 80.0000 545.90 43672.00

15 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. (C) 750mm dia (Vol-3, P.No. 146 / I.No. 16.16 (C)) m 15.0000 6869.07 103036.05

16 Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 500mm dia (Vol-3, P.No. 147 / I.No. 16.17) m 22.5000 2669.76 60069.60

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ B ¸ÀªÀzÀwÛ vÁ®ÆQ£À CgÀ¨sÁ«-ZÀ¼ÀîPÉgÉ (gÁ.ºÉ-45) jAzÀ PÀÄgÀħUÀnÖ-vÁªÀ®UÉÃj gÀ¸ÉÛ Q.«Äà 0.000 jAzÀ 7.000 gÀªÀgÉUÉ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ.( ¥Àæ¸ÁÛ¦vÀ Q.«Äà 0.000 jAzÀ 4.80 gÀªÀgÉUÉ)

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

1 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B)) 18.1

Total = 4890.0000 m

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 (Vol-3, P.No. 17 / I.No. 3.5) 4.00

Total = 17848.5000 Sqm

3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) 413.00

For Side Shoulders

For B.T road portion

Total = 6268.9750 Cum

4 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401[I.No.-4.1 A (v) / Page- 23 of PWD SR (Vol. 3) 2023-24] 2234.00

For B.T road portion

Total = 4185.0000 cum

5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17, (A)) 2394.00

For B.T road portion

Total = 4108.1250 Cum

6 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] 44.00

For B.T road portion

Total = 14775.0000 Sqm

7 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom[I.No.-5.3 (i) / Page- 31 of PWD SR (Vol. 3) 2023-24] 16.00

For B.T road portion

Total = 14837.5000 Sqm

8 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Vol-3, P.No.33 / I.No. 5.8 (ii) C) 7907.00

For B.T road portion

Total = 409.3750 Cum

9 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (Vol-3, P.No. 43 / I.No. 5.31(1)) 10579.00

For B.T road portion

10 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28) 6837

For C.C road portion

Total = 1045.0000 Cum

11 Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8) 8656

Total = 2.1600 Sqm

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

13 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] 365

Total = 448 Nos

14 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] 478

For arrows,go slow etc L S 80.0000

Total = 80.0000 Sqm

15 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. (C) 750mm dia (Vol-3, P.No. 146 / I.No. 16.16 (C)) 6388.00

For cross roads 2 x 7.50 15.0000

Total = 15.0000 m

16 Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 500mm dia (Vol-3, P.No. 147 / I.No. 16.17) 2471.00

For field irrigation pipes 3 x 7.50 = 22.500

Total = 22.500 m

Assistant Executive Engineer Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೂರ ಗ್ರಾಮದ ಕಬರಸ್ಥಾನದಿಂದ ತೋಟದ ಶಾಲೆವರೆಗಿನ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಗ್ರಾಮೀಣ ರಸ್ತೆ)

ESTIMATE (ABSTRACT)

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

1 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. (ii) By Mechanical Means using Dozer, (a). In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5 (ii) a ) 100 m2 12.4000 393.00 4873.20

2 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (b)) m 1000.0000 25.00 25000.00

3 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (Vol-3, P.No. 17 / I.No. 3.4) m2 4837.5000 5.00 24187.50

4 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol-1, P.No. 7 / I.No. 1.8) m3 806.8500 474.00 382446.90

5 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) m3 1348.7250 493.00 664921.43

6 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.2.B.(v)) m3 1011.1500 2359.00 2385302.85

7 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17, (A)) m3 589.8750 2559.00 1509490.13

8 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28) m3 1179.7500 6639.00 7832360.25

9 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle (Vol-3, P.No. 64 / I.No. 8.6 (iv)) each 10.0000 3591.00 35910.00

10 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 (C) 750mm dia (Vol-3, P.No. 146 / I.No. 16.15 (C)) m 12.5000 3335.00 41687.50

11 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle (Vol-3, P.No. 64 / I.No. 8.6 (iv)) No 172 365.00 62780.00

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

12 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 0 530.00 0.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೂರ ಗ್ರಾಮದ ಕಬರಸ್ಥಾನದಿಂದ ತೋಟದ ಶಾಲೆವರೆಗಿನ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಗ್ರಾಮೀಣ ರಸ್ತೆ)

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

1 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. (ii) By Mechanical Means using Dozer, (a). In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5 (ii) a ) 139983.00

Deduct 60% voids :- = -1860.0000

Total = 1240.0000 m2

2 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (b))

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

4 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol-1, P.No. 7 / I.No. 1.8) 105

5 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) 413.00

For Approach Roads 2 x 3 x 5.00 x 0.625 x 0.30 = 5.6250

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

For Approach Roads 1 x 3 x 5.00 x 5.60 x 0.10 = 8.4000

7 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17, (A)) 2394.00

For Approach Roads 1 x 3 x 5.00 x 3.75 x 0.10 = 5.6250

8 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28)

For Approach Roads 1 x 3 x 5.00 x 3.75 x 0.20 = 11.2500

Total = 1179.7500 m3

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

Total = 10 each

10 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 (C) 750mm dia (Vol-3, P.No. 146 / I.No. 16.15 (C)) 6388.00

For cross roads 5 x 2.5 12.5000

Total = 12.5000 m

11 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment (Vol-3, P.No. 74 / I.No. 8.43) 365

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

12 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] 478

Total = 0.0000 m2

Assistant Executive Engineer Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೂರ ಗ್ರಾಮದ ಕಬರಸ್ಥಾನದಿಂದ ತೋಟದ ಶಾಲೆವರೆಗಿನ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಗ್ರಾಮೀಣ ರಸ್ತೆ)

Sl. No Item of work SR 2023-24 Area weightage 5% Net Rate

Unit Vol Page No. It. No. Basic Rate Issue Rate

Improvements to Road

1 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. (ii) By Mechanical Means using Dozer, (a). In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5 (ii) a ) 100 m2 3 9 2.5 (ii) A 393.00 0.00 393.00

2 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (b)) m 3 144 16.8 b 25.00 0.00 25.00

3 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (Vol-3, P.No. 17 / I.No. 3.4) m2 3 17 3.4 5.00 0.00 5.00

4 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol-1, P.No. 7 / I.No. 1.8) m3 1 7 1.8 474.00 0.00 474.00

5 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) m3 3 17 3.6 493.00 0.00 493.00

6 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.2.B.(v)) m3 3 23 4.2.B.(v) 2359.00 0.00 2359.00

7 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17, (A)) m3 3 26 4.17 2559.00 0.00 2559.00

8 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28) m3 3 149 16.28 6754.00 6639.00 0.00 6639.00

9 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle (Vol-3, P.No. 64 / I.No. 8.6 (iv)) each 3 64 8.6 (iv) 3604.00 3591.00 0.00 3591.00

10 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 (C) 750mm dia (Vol-3, P.No. 146 / I.No. 16.15 (C)) m 3 146 16.15 c 3335.00 0.00 3335.00

11 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment (Vol-3, P.No. 74 / I.No. 8.43) No 3 74 8.43 365.00 0.00 365.00

11 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 3 67 8.15 530.00 0.00 530.00

12 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (Vol-3, P.No. 78 / I.No. 8.54) No 3 78 8.54 9000.00 0.00 9000.00

Assistant Executive Engineer Executive Engineer,

PWD Sub-Division. Savadatti PWD Division Belagavi

Sl. No Item of work SR 2021-2022 Additionalities for Formwork, Centering & Scaffolding (Culverts (Head walls) 5 % & 8% Area weightage 3% Net Rate

Unit Vol Page No. It. No. Basic Rate

Improvements to Road

1 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B)) Cum 3 144 16.8 (B) 25.00 0.00 0.75 25.75

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 (Vol-3, P.No. 17 / I.No. 3.5) Sqm 3 17 3.5 6.00 0.00 0.18 6.18

3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) Cum 3 17 3.6 413.00 0.00 12.39 425.39

4 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401[I.No.-4.1 A (v) / Page- 23 of PWD SR (Vol. 3) 2023-24] Cum 3 23 4.1 A (v) 2487.00 0.00 74.61 2561.61

5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17, (A)) Cum 3 24 4.27 (A) 2559.00 0.00 76.77 2635.77

6 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] Sqm 3 31 5.1 A(i) 41.00 0.00 1.23 42.23

7 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom[I.No.-5.3 (i) / Page- 31 of PWD SR (Vol. 3) 2023-24] Sqm 3 31 5.3 (i) 12.00 0.00 0.36 12.36

8 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Vol-3, P.No.33 / I.No. 5.8 (ii) C) Cum 3 33 5.8 (ii) C 7661.00 0.00 229.83 7890.83

9 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (Vol-3, P.No. 43 / I.No. 5.31(1)) Cum 3 43 5.31(1) 10152.00 0.00 304.56 10456.56

10 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28) Cum 3 149 16.28 6754.00 0.00 202.62 6956.62

11 Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8) Sqm 3 65 8.8 9702.00 0.00 291.06 9993.06

12 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.6 (iv)) Nos 3 64 8.6 (iv) 3604.00 0.00 108.12 3712.12

13 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] Nos 3 74 8.43 365.00 0.00 10.95 375.95

14 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] Sqm 3 67 8.15 530.00 0.00 15.90 545.90

15 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. (C) 750mm dia (Vol-3, P.No. 146 / I.No. 16.16 (C)) m 3 146 16.16 (C) 6669.00 0.00 200.07 6869.07

16 Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 500mm dia (Vol-3, P.No. 147 / I.No. 16.17) m 3 147 16.17 2592.00 0.00 77.76 2669.76

Construction of 1 Nos CD Work - 1000mm dia 1 Rows

Assistant Executive Engineer Executive Engineer

PWD Sub-Division. Saundatti. PWD Division Belagavi

Existing Damaged BT Surface

EXISTING CROSS SECTION OF THE ROAD KM. 0.000 to 5.050

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

1.15m Avg 3.75m 1.15m Avg

0.300 25 mm thick SDBC

100 mm GSB 300 mm Sub base

PROPOSED CROSS SECTION OF THE ROAD FROM Km. 2.800 to 4.100

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

1.15m Avg 3.75m 1.15m Avg

0.300 25 mm thick SDBC

100 mm GSB for Carriageway

Existing crust 100 mm

PROPOSED CROSS SECTION OF THE ROAD Km. KM. 0.000 to 1.850 and Km. 4.100 to 5.050

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

0.350 200 mm thick PQC M30

PROPOSED CROSS SECTION OF THE ROAD Km. 1.850 to 2.800

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

BARCHART SHOWING THE 5 YEARS DETAILS OF ARABHAVI-CHALLAKERE (SH-45) TO KURUBGATTI-TAVALAGERI ROAD

RIS Road ID - SAU

Name of Imp Cities / Towns Arabhavi-Challakere (SH-45) Tavalageri

Lane width Single Lane (3.75m)

2021-2022 Overlap

5054 MDR Improvements

Sl. No. LEGEND Colour code Colours

1 Strengtening/Improvements Voilet

2 Reconstruction Indigo

3 CC Pavement Blue

4 Widening Green

5 Resurfacing/Renewal Orange Assistant Executive Engineer

6 3054 Maintainance Red PWD Sub Division Saudatti

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೂರ ಗ್ರಾಮದ ಕಬರಸ್ಥಾನದಿಂದ ತೋಟದ ಶಾಲೆವರೆಗಿನ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಗ್ರಾಮೀಣ ರಸ್ತೆ)

Existing Damaged BT Surface

EXISTING CROSS SECTION OF THE ROAD KM. 0.000 to 1.100 and Km. 1.900 to 2.200 and Km. 3.900 to 4.140

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೂರ ಗ್ರಾಮದ ಕಬರಸ್ಥಾನದಿಂದ ತೋಟದ ಶಾಲೆವರೆಗಿನ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಗ್ರಾಮೀಣ ರಸ್ತೆ)

1.175m Avg 5.50m 1.175m Avg

0.350 200 mm thick PQC M30

EXISTING CROSS SECTION OF THE ROAD KM. 0.000 to 1.100 and Km. 1.900 to 2.200 and Km. 3.900 to 4.140

(Yaraganavi villege limit ,Madamageri villege limit & Shivapur villege limit)

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

BARCHART SHOWING THE 5 YEARS DETAILS OF YARAGANAVI-MADAMAGERI-SHIVAPUR ROAD

RIS Road ID - SAU214

Name of Imp Cities / Towns Yaraganavi Madamageri Shivapur

Lane width Single Lane (3.75m)

2018-2019 3054 CMGRY 3054 CMGRY

Good Condition 4.14

2021-2022 Existing CC

5054 MDR Improvements 5054 MDR Improvements

Sl. No. LEGEND Colour code Colours ;'

1 Strengtening/Improvements Voilet

2 Reconstruction Indigo

3 CC Pavement Blue

4 Widening Green

5 Resurfacing/Renewal Orange Assistant Executive Engineer

6 3054 Maintainance Red PWD Sub Division Saundatti

Construction of CC DRAIN without Duct 0.30 x 0.45 m

Details of CC DRAIN Additional data

Existing drain Length 0.0 m Cover Slab YES

Lenth of Drain = 200.0 m Length = 80.00 m

Vent width = 0.30 m Depth = 0.100 m

Vent Depth = 0.50 m Main Steel = 10 mm @ 150 c/c

Raft Thickness 0.150 m Dist Steel = 8 mm @ 200 c/c

Wall Thickness 0.100 m Pedestal for Electric Pole NO

Thickness of Sand and boulders 0.00 m No = 0

Main Steel 10 mm @ 150 c/c Length = 1.40 m Wall thickness 0.20 m

Dist Steel 8 mm @ 200 c/c Main Steel = 12 mm @ 200 c/c

Dist Steel = 10 mm @ 200 c/c

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

1 Dismantling of existing structures like culverts, bridges, retainingwalls 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

Item Code : 2.18(iiA) Page No : 10

Drain Walls cum 1 0.00 0.10 0.60 0.00

Drain Vent Portion 1 0.00 0.80 0.15 0.00

2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposi

Deduct for Existing Drain cum -1 0.00 0.800 0.60 0.00

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3)

Drain Portion Cum 1 200.0 0.7 0.10 14.00

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 (Vol-1, P.No. 18 / I.No. 2.11 h)

Main Steel - 10mm dia 1335 1.25 0.617 kg/m 1029.62

Dist Steel - 8mm dia 8 200.00 0.395 kg/m 632.00

Main Steel - 10mm dia 535 0.45 0.617 kg/m 148.54

Dist Steel - 8mm dia 4 80.00 0.395 kg/m 126.40

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 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2)

Cover Slab cum 1 80.00 0.4 0.150 4.80

5 Formwork for wall and cover slab: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 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2)

Add 35% for Formwork of Wall and Cover Slab: 24.80 2323.7025 57,627.82

6 Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Vol.3 I.No. 12.1 P.No.117

For Drain Walls m 1 120.0 0.15 18.00

Total Rs 590,245.52

Assistant Executive Engineer Executive Engineer,

PWD Sub-Division Savadatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೂರ ಗ್ರಾಮದ ಕಬರಸ್ಥಾನದಿಂದ ತೋಟದ ಶಾಲೆವರೆಗಿನ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಗ್ರಾಮೀಣ ರಸ್ತೆ)

GSB+WMM+PQC (M30) Subgrade+GSB+WMM+PQC (M30)

3.75 m carriageway

Subgrade : 2 x 210 x 1.20 x 0.15 Subgrade : 2 x 550 x 1.20 x 0.15

Assistant Executive Engineer Executive Engineer

PWD Sub Division Savadatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೂರ ಗ್ರಾಮದ ಕಬರಸ್ಥಾನದಿಂದ ತೋಟದ ಶಾಲೆವರೆಗಿನ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಗ್ರಾಮೀಣ ರಸ್ತೆ)

At ch. KM 0.25 to 0.45 (Sattigeri Village Limits)

DB 8mm dia 200 C/C

MB 10mm dia 200 C/C 150 C/C

TYPICAL CROSS SECTION OF SIDE DRAIN

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