Renewal of Mulluru-Maradagi road (MDR) from Km 0.00 to 10.00 (Selected reaches) in Ramdurg taluka of Belagavi District.

GOVERNMENT OF KARNATAKA

(PUBLIC WORKS DEPARTMENT)

GOVT OF KARNATAKA

CHIEF ENGINEER COMMUNICATION & BUILDINGS NORTH (ZONE) DHARWAD

EXECUTIVE ENGINEER

(PUBLIC WORKS DEPARTMENT)

BELAGAVI DIVISION, BELAGAVI

HEAD OF ACCOUNT:4059-80-051-0-60-132 CMIDP For The Year 2025-26

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

ESTIMATED COST RS :- 250.00 LAKHS

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

Division. PW Dept.Belgaum Division.Belgaum

Sub - Division. PW Dept.Sub- Dn.Ramdurg.

Fund Head. 4059-80-051-0-60-132 CMIDP For The Year 2025-26

Department Head.

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

Estimated Cost Rs :- 250.00 Lakhs

Administratively sanctioned under No.AB/CMIDP/CR-01/2025-26 Date. 12-12-25

Techanically sanctioned under No. Date.

Estimate prepared by by Shri.Devaraddi.P.T JE

Estimate Checked by Shri.Ravikumar Nandihalli. AEE

(Call of Authority)

General Description

Assistant Executive Engineer, PW Dept.Sub-Dn.,Ramdurg Executive Engineer, PW Dept.Belgaum Dn.Belgaum

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರು-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರ ಕಿ.ಮೀ 0.00 ರಿಂದ 14.20ವರೆಗೆ ಒಟ್ಟು ಒವರಲ್ಯಾಪ್ ಸೇರಿ 14.20 ಕಿ.ಮೀ ಇರುತ್ತದೆ. ಇದರಲ್ಲಿ 0.00 ರಿಂದ 11.50 ವರೆಗೆ ಅಗಲೀಕರಣ (5.50) ಮೀ ಸುಧಾರಣೆ ಮಾಡಲಾಗಿರುತ್ತದೆ. ಸದರಿ ರಸ್ತೆಯು ಸುಮಾರು 6-7 ವರ್ಷ ಕಳೆದಿರುವುದರಿಂದ ಮರು ಡಾಂಬರಿಕರಣ ತುಂಬಾ ಅವಶ್ಯಕತೆ ಇರುತ್ತದೆ. ಈ ಕಾರಣ 2025-26-ನೇ ಸಾಲಿನ ಮುಖ್ಯಮಂತ್ರಿಯವರ ಮೂಲಸೌಕರ್ಯ ಅಭಿವೃಧ್ಧಿ ಯೋಜನೆ ಅಡಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ ನವೀಕರಣ ಅಡಿಯಲ್ಲಿ ಅಂದಾಜು ಮೊತ್ತ ರೂ. 250.00 ಲಕ್ಷಗಳ ಅನುದಾನ ಮಂಜೂರಾಗಿರುತ್ತದೆ. ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 ರವೆರಗೆ ಇದರಲ್ಲಿ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಪೂರ್ಣ ಉದ್ದಕ್ಕೆ ಎಸ್.ಡಿ.ಬಿ.ಸಿ ಅಳವಡಿಸಲಾಗಿರುತ್ತದೆ. ಕೇಲವು ಭಾಗಗಳಲ್ಲಿ ಬಿ.ಎಮ್‌ ಅನ್ನು ಅಳವಡಿಸಲಾಗಿರುತ್ತದೆ. ಅನುದಾನಕ್ಕೆ ಅನುಗುಣವಾಗಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಿ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಿದೆ.

ಈ ಕೆಳಗಿನ ಐಟಂಗಳನ್ನು ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾಗಿದೆ.

1) Clearing and Grubbing Road Land.

2) Surface Drains in Soil Construction of unlined surface drains.

3) Construction of sub-grade and earthen shoulders.

4) Tack coat on Bituminous surface.

5) Providing and laying Bituminous Macadam .

6) Providing and laying Semi Dense Bituminous Concrete.

7) Direction and Place Identification Signs .

8) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign.

9) Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye .

10) Road Marking with Hot Applied Thermoplastic Compound.

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24 ನೇ ಸಾಲಿನ ರಾಜ್ಯವ್ಯಾಪ್ತಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ.250.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರ

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಉಪ ವಿಭಾಗ ರಾಮದುರ್ಗ

P.W.D.CODE PARA - 133

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

This is to certify that, Sri. Ravikumar Nandihalli, 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, PW,Dept.Sub-Dn.,Ramdurg

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, PW Dept.Sub-Dn.,Ramdurg Executive Engineer, PW Dept.Belgaum Dn.Belgaum

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 been inclded / proposed / over lapped in any other proposed or approved programme.

Assistant Executive Engineer, PW Dept.Sub-Dn.,Ramdurg Executive Engineer, PW Dept.Belgaum Dn.Belgaum

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

TRAFFIC PROJECTION

(Design of Road Crest)

(As per IRC: 37) - By Standard Axle Method

N = The cumulative No. of Standard axle to be created for, in design in terms of m.s.a.

A = Initial traffic in the year of completion of coinstruction in terms of the No. of commercial vehicles per day

D = Lane Distribution Factor 0.75 (Intermidiate lane )

F = Vehicle Damage Factor (CV in range between 150 to1500) 3.90 (Plane Terrain)

n= Design life in Years 15 Years

r = Annual growth rate of Commercial vehicle 5 %

P = No. of Commercial Vehicle as per last count 315 Nos.

x = No. of Years between the last count and the year of completion of construction 1 Year

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Ramdurg PWD Division,Belagavi

Road Traffic Census Data - Form IV Report

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUs

DATED FROM 22/02/2023 to 23/02/2023

Zone : North Zone | Circle : Belgaum Circle | District : Belgaum | Division : Belgaum

Sl. No. Road Name RIS Road Length of Road Considered Count Count Fast Moving Vehicles Slow Moving Vehicles Total PCU VDF Locomotives (Railways) Train

Road No. (in km) Post Post Vehicles Vehicle

ID No. Location (21 + 26) Unit

From To Total (at km) Two Auto Car/ Commercial Vehicles Total Pedal Cycle Horse Bullock Carts Total (in Nos.) Passenger Goods Gate (TVU)

Length Wheeler Rickshaw Jeep/ Fast Cycle Rickshaw Drawn Slow Trains Trains Closers (18 x 29)

(in Nos.) (in Nos.) Taxi Moving (in Nos.) (in Nos.) (in Nos.) Moving (in Nos.) (in Nos.) (in Nos.) (in Nos.)

(in Nos.) Vehicles Vehicles

Van/ Mini Buses LCV Goods Tractor Total (9 to 19) Wooden Rubber (22 to 25)

Tempo Bus (in Nos.) (in Nos.) Vehicles (Trucks) with Commercial (in Nos.) Wheel Tyre (in Nos.)

(in Nos.) (in Nos.) Trailer Vehicles (in Nos.) (in Nos.)

2-Axle 3-Axle Multi (in Nos.) (12 to 19)

Rigid Rigid Axle

(6 Tyres) (10 Tyres) Rigid

(in Nos.) (in Nos.) (more

4 . Ramdurg Taluk

51 Highway Connecting Nagaragali-Kattekol via Nandiga Parishchad-MK Hubli-Tigadi-Inchala-Murugodu RMG201 SH138 116.63 126.16 9.53 - 126.16 2271.5 14 254.5 33.5 3 26 149.5 41.5 14.5 13.5 56.5 338 2878 23.5 0 0 15 0 38.5 2916.5 2359.25 3.5 0 0 0 --

4 . Ramdurg Taluk

57 Highway connecting Raichur with Bachi via Lingasugur-Hungund-Bagalkote-Lokapur-Yeraghatti and Belgaum. RMG2 SH20 248.2 272.39 24.19 - 267.6 2220.5 25.5 2095 60.5 19 301.5 527 226 167.5 347.5 87.5 1736.5 6077.5 5.5 0 0 2 0 7.5 6085 8171.5 4.5 0 0 0 --

Assistant Executive Engineer

PWD Sub Division, Ramdurg

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ. NO/AEE/PWD/SDT/5054/SH/RENEWAL/2024-25

Recaptulation sheet Resurfacing to Aurad-Sadashivagad (SH-34) From Km. 511.690 to 516.90 in Savadatti Taluka of Belagavi Dist Under H/A 5054 SH Renewal for the year 2024-25 (Proposed Km. 512.20 to 516.20)

Sl. No. Description Amount NO PWD 642 IFA 2024 (e-Office) Dated 18-12-2024

1 Resurfacing to Mulluru Maradagi (MDR) Rs. 18278386.01

2 3rd, 4th and 5th Year Maintenance of Flexible Pavement Rs. 1550100.00 -1550100.00

5 Add 1% Q.C & Third Party Inspection Add Plantation Rs. 198284.86 198285.24

6 Add 1% Plantation Chaeges Rs. 198284.86 198285.24

7 Add 5% Tender Premium Rs. 1169880.67 1169882.93

8 Misc & Rounding off Rs. 35936.12 35887.89

Grand Total Rs. 25000000.00 25000000.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

ESTIMATE (ABSTRACT)

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

1 Design of overlay for existing B.T. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design and testing at site. The charges for transportation of Benkelman Beam, loaded truck, labour fortesting and traffic control are not included. km 0.00 6300.00 0.00

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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5.ii.a ) 100 Sqm 120.00 393.00 47160.00

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)) Cum 10000.00 25.00 250000.00

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 1621.00 493.00 799153.00

4 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 55000.00 12.00 660000.00

5 Bituminous Macadam Grading - II for traffic <20 MSA - 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. Ref to MoRT&H : IRC - 504 Cum 130.63 7661.00 1000718.13

5 Bituminous Macadam Grading - II for traffic <20 MSA - 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. Ref to MoRT&H : IRC - 504 m3 130.63 7661.00 1000718.13

6 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. Cum 1375.00 10152.00 13959000.00

7 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 4.32 9684.00 41834.88

8 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 10.00 3591.00 35910.00

9 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 1114.00 365.00 406610.00

10 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 2000.00 530.00 1060000.00

11 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, onM.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 the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, andlabouretccomplete.Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Nos 2.00 9000.00 18000.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Ramdurg PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

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

Design of overlay for existing B.T. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design and testing at site. The charges for transportation of Benkelman Beam, loaded truck, labour fortesting and traffic control are not included.

Total = 0.00 km

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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5.ii.a )

Deduct 60% voids = -18000

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)) 18.1

Total = 10000.00 m

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

At 5.80 Bund Near Shoulder Improvements 1 x 1 x 35.00 x 2.00 x 0.300 = 21.00

Total = 1621.00 m3

4 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

Tack coat on Bituminous surface

Total = 55000.00 m2

5 Bituminous Macadam Grading - II for traffic <20 MSA - 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. Ref to MoRT&H : IRC - 504 7907.00 DBM

Selected reaches

Total = 130.63 m3

6 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. 10579.00 BC

Providing and laying Semi Dense Bituminous Concrete

Total = 1375.00 m3

7 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 = 4.32 m2

8 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

Total = 10.00 Nos

9 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

At edge of the Road.

Total = 1114.00 Nos

10 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 = 2000.00 m2

11 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, onM.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 the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, andlabouretccomplete.Spec. No. As directed by Engineer in Charge & MoRTH specification 804

Name Board 2.00 2.00

Total = 2.00 Nos

Assistant Executive Engineer Executive Engineer,

PWD Sub-Division Ramdurg PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ..

Sl. No Item of work SR 2023-2024 (Continued to 2024-25) Area weightage 5% Net Rate

Unit Vol Page No. It. No. Basic Rate

1 Design of overlay for existing B.T. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design and testing at site. The charges for transportation of Benkelman Beam, loaded truck, labour fortesting and traffic control are not included. km 3 159 17 A (1) 6300 0 6300

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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5.ii.a ) 100 Sqm 3 7 2.5.ii.a 393 0 393

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 25.00

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 3.6 493.00 0 493.00

4 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 12.00

5 Bituminous Macadam Grading - II for traffic <20 MSA - 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. Ref to MoRT&H : IRC - 504 Cum 3 33 5.8.ii.C 7661.00 0 7661.00 9768

6 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. Cum 3 43 5.31 10152.00 0 10152.00 11345

7 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 9684.00 0 9684.00

8 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.A.iv 3591.00 0 3591.00

9 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 0 365.00

10 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 0 530.00

11 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, onM.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 the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, andlabouretccomplete.Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Nos 3 78 8.54 9000.00 9000.00

Assistant Executive Engineer Executive Engineer

PWD Sub-Division. Ramdurg PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

Maintenance For Bituminous Surface Road

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

1 Road Maintennce for 3rd year for road with BM+SDBC as wearing coat:Maintenance of road for 3rd year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.cleaning,reshaping,deepening of side drains.Stripping excess soil from the shoulder surface and making up loss of material / irregularities on shoulder wherever necessary..maintenance and painting of 200 metre and KM stones.White washing of parapet walls of CD work and tree trunks.Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDS including Vent clearance(Rates approved by SE,PWD circle Belagavi)

2 Road Maintennce for 4th year for road with BM+SDBC as wearing coat:Maintenance of road for 4th year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.cleaning,reshaping,deepening of side drains.Stripping excess soil from the shoulder surface and making up loss of material / irregularities on shoulder wherever necessary..maintenance and painting of 200 metre and KM stones.White washing of parapet walls of CD work and tree trunks.Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDS including Vent clearance(Rates approved by SE,PWD circle Belagavi)

3 Road Maintennce for 5th year for road with BM+SDBC as wearing coat:Maintenance of road for 5th year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.cleaning,reshaping,deepening of side drains.Stripping excess soil from the shoulder surface and making up loss of material / irregularities on shoulder wherever necessary..maintenance and painting of 200 metre and KM stones.White washing of parapet walls of CD work and tree trunks.Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDS including Vent clearance(Rates approved by SE,PWD circle Belagavi)

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

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

1 #REF! Cum #REF! #REF! #REF!

2 #REF! Cum #REF! #REF! #REF!

3 #REF! Cum #REF! #REF! #REF!

4 #REF! Cum #REF! #REF! #REF!

5 #REF! Cum #REF! #REF! #REF!

6 #REF! m #REF! #REF! #REF!

7 #REF! Tonne #REF! #REF! #REF!

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

Working Barchart

Length : 10.000 Km

5.50m Carriageway SDBC

Assistant Executive Engineer

PWD Sub-Division Saundatti

Name of the Road :- MULLUR MARADAGI ROAD IN KM.NO.0.00 TO 11.00 AND 12.33 TO 14.20 (RIS ID-RMG17)

Road Category: MDR Sub Division : RAMDURG Division : BELGAVI Circle : DHARWAD

Long 75.3036 Long 75.4064

Mullur Village Kallur Village Lakanayakanakoppa Village Jalikatti Village Revadikoppa Village Sureban Village Hampiholi Village Maradagi

Carriage Way over lap SH-133

5.50 m Exist CW

Carriage Way Maintenance Length 2025-26 over lap SH-133 Maintenance Length 2025-26 NFL

Maintenance Length 2025-26 Over lap SH-133 Maintenance Length 2025-26 Maintenance Length 2025-26

Structure Chainage 0.00 0.0

Legends Desciption Silent Features 3).Proposed works under Annual Works 2024-25 2).Maintenance for 2025-26 Village/City Limit

Completed Works & Under DLP Lane Width Details Total Length (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Name of Village/ City From To L (in Km)

Works Under Annual Plan 2025-26 Single Lane 0.00 Km 0.00 APPENDIX-E 0.00 0.00 RC 0.00 more than 5 years devolopment length 0.00 11.00 Maint 11.00 Mullur 0.00 0.30 0.30

Last 5 Year development length 2025-26 Intermediate lane 0.00 TO 14.20 12.87 0.00 0.00 RC 0.00 more than 5 years devolopment length 12.33 13.33 Maint 1.00 Kallur 1.800 2.000 0.200

Work Approved / progress 2025-26 Two lane 0 0.00 0.00 0.00 CC Road 0.00 Non feasible length 13.33 14.20 Maint 0.87 Lakhanayakoppa 3.00 3.20 0.20

NFL Two lane + PS 0 0.00 Total Length (in Km) 0.00 Total Length (in Km) 12.87 Sureban 10.50 11.00 0.50

Major Bridges Four lane 0 0.00 4). On going works 1). Completed Works and under DLP Hampihole 11.20 11.50 0.30

Minor Bridges Major Bridges 0 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Maradagi 14.00 14.20 0.20

CD Minor Bridges 1 Nos (4.20 Km) SCP 0.00 0.00 Wd 0.00 0.00 0.00 RC 0.00 Total Length (in Km) 1.70

Village/ City Name Railway Crossing 0 0.00 0.00 RC 0.00 0.00 0.00 ST 0.00

Railway Crossing Overlap Length 11.00 to 12.33 1.33 0.00 0.00 CC Road 0.00 0.00 0.00 Ren 0.00

Total Length (in Km) 14.20 Total Length (in Km) 0.00 0.00 0.00 Wd 0.00

2025-26 Maintenance Abstract 5). Eligible for Renewal Total Length (in Km) 0.00

Description Length in KM HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)

Last 5 Year development length 0.00 APPENDIX-E Renewal 12.33 14.20 Ren 1.87 No. Details Length Other Department Works

1 1). Completed Works and under DLP 0.00 Under From To L (in Km)

More than 5 Year development length 12.87 2 2).Maintenance for 2025-26 12.87 KRDCL 0.00

3 3).Proposed works under Annual Works 2024-25 0.00 KSHIP 0.00

Total Maintenance Length 12.87 4 4). On going works 0.00 SHDP 0.00

5 5). Eligible for Renewal 1.87 Total Length (in Km) 0.00

Total length of the road 14.20 Total Length (in Km) 14.74

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರ-ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 10.00 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

EXISTING CROSS SECTION

Warnout BT Surface

PROPOSED CROSS SECTION

Assistant Executive Engineer Executive Engineer,

PWD.Sub-Dn.,Ramdurg. PWD Belagavi Division Belagavi

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 * : 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 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 * : 2025

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 2020-21 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