Installation of Godrej door to strong room and other modification works to the new treasury office at the Kittur Taluka Administrative Building.(Reserved for Cat II A)

PARAGRAPH 130(A) OF THE KARNATAKA PUBLIC WORKS

DEPARTMENTAL CODE.

E S T I M A T E.

Division : Executive Engineer, P.W.& I.W.T. Executive Engineer, P.W.& I.W.T. Dept. Belgaum Division, Belgaum.

Dept. Belgaum Division, Belgaum.

Sub Division : AEE, P.W.& I.W.T. Sub-Dn. Kittur. Assistant Executive Engineer, P.W.& I.W.T. Dept. Sub-Dn. Kittur.

Departmental Head : 2059 (Non Plan) Repairs & Maintanance

Estimate framed in the office of the Executive Engineer, P.W.D. Division, Belgaum and probable expenses that will be incurred for the work of

Maintenance to Basarakhod-Degaon-Degalolli (MDR) from Km 0.00 to 4.00 in Kittur Sub Division.

Estimated Cost. : Rs. 3.00 lakhs. Rs. 3.00 lakhs.

Administratively sanctioned under : No._CE Office Letter No. 2097,

Technically sanctioned under : No._____________Date____________ No._____________Date____________

Estimate prepared by & Checked by : Shri. B. N. Dayanand, A.E. Shri. S. R. Byakodi, A.E. -- II

(Call or Authority) :

“ Separate Sheet Enclosed ”

Name of work : Maintenance to Basarakhod-Degaon-Degalolli (MDR) from Km 0.00 to 4.00 in Kittur Sub Division.

P.W.D. CODE PARA – 133

C E R T I F I C A T E

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

Assistant Executive Engineer,

P.W.Ports & I.W.T. Dept.

Sub division, Kittur.

C E R T I F I C A T E

(As required vide G.O.No.PWD.SL.CMS.96 Dtd: 27-06-1991)

Certified that, sufficient care has been taken while preparing 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, Executive Engineer,

P.W.Ports & I.W.T. Dept., P.W.Ports & I.W.T. Dept., P.W.Ports & I.W.T. Dept.,

Sub division, Kittur. Belgaum division, Belgaum. Belgaum division, 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 not been included / proposed / over lapped in any other proposed or approved programme.

Assistant Executive Engineer, Executive Engineer,

P.W.Ports & I.W.T. Dept., P.W.Ports & I.W.T. Dept., P.W.Ports & I.W.T. Dept.,

Sub division, Kittur. Belgaum division, Belgaum. Belgaum division, Belgaum.

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

EXECUTIVE ENGINEER

PUBLIC WORKS DEPARTMENT

BELGAUM DIVISION, BELGAUM.

ASSISTANT EXECUTIVE ENGINEER,

PUBLIC WORKS DEPARTMENT

SUB DIVISION, KITTUR.

: Name of work :

ಕಿತ್ತೂರು ತಾಲೂಕಾ ಆಡಳಿತ ಸೌಧದಲ್ಲಿ ನೂತನ ಖಜಾನೆ ಕಾರ್ಯಾಲಯದಲ್ಲಿ ಭದ್ರತಾ ಕೊಠಡಿಗೆ ಗೋದ್ರೆಜ್‌ ಬಾಗಿಲು ಅಳವಡಿಸುವುದು ಹಾಗೂ ಇನ್ನಿತರೆ ಮಾರ್ಪಾಡು ಕಾಮಗಾರಿಗಳು.

PWD/2026-27/BD/WORK_INDENT35928

ESTIMATED COST : 6.00 Lakhs

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

Name of Division P.W.Dept.Belagavi Division Belagavi

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

Departement Head

ಕಿತ್ತೂರು ತಾಲೂಕಾ ಆಡಳಿತ ಸೌಧದಲ್ಲಿ ನೂತನ ಖಜಾನೆ ಕಾರ್ಯಾಲಯದಲ್ಲಿ ಭದ್ರತಾ ಕೊಠಡಿಗೆ ಗೋದ್ರೆಜ್‌ ಬಾಗಿಲು ಅಳವಡಿಸುವುದು ಹಾಗೂ ಇನ್ನಿತರೆ ಮಾರ್ಪಾಡು ಕಾಮಗಾರಿಗಳು.

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

Estimated Cost Rs. 6.00 Lakhs

Administratively approved Vide:

Technically Sanctioned under

Estimate prepared by Shri. S. M. Melavanki, AE

Estimate Checked by Shri S R Mirajkar, AEE

Assistant Executive Engineer,

P.W.D Sub-Division, Kittur

Dressing Room Skirting

On Stage (Wooden mat Finish) 1 10 3

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

Columns above plinth upto Gr. Floor slab

RCC LINTEL Band

Vertical. Side LINTEL Band 0.15

Horizontal Side LINTEL Band 0.15

Rear Side LINTEL Band 0.15

Front LINTEL Band 0.15

Slab Beams ( GR Floor)

Vertical. Side Slab Beams 0.65

Horizontal Side Slab Beams 2 0.65

Rear Side Slab Beams 0.65

Front Slab Beams 0.65

Columns above plinth upto Gr. Floor slab

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

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

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

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

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

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

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

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

Dressing Room 2 3.6 3.1

Vertical. Side Walls 3.4

Horizontal Side Walls 3.4

Rear Side Walls 3.4

Front Walls 3.4

Toilet walls 2 6.85 0.115 3.4 5.3567

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

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

Hall and stage area 1 45.2 3.4

Dressing Room 13.4 3.4

Toilet Walls 2 6.6 3.4

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

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

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

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

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

ಕಿತ್ತೂರು ತಾಲೂಕಾ ಆಡಳಿತ ಸೌಧದಲ್ಲಿ ನೂತನ ಖಜಾನೆ ಕಾರ್ಯಾಲಯದಲ್ಲಿ ಭದ್ರತಾ ಕೊಠಡಿಗೆ ಗೋದ್ರೆಜ್‌ ಬಾಗಿಲು ಅಳವಡಿಸುವುದು ಹಾಗೂ ಇನ್ನಿತರೆ ಮಾರ್ಪಾಡು ಕಾಮಗಾರಿಗಳು.

RECAPTULATION SHEET

Sl.No. Description Amount

1 Pothole filling and other items 299,274.93

2 Msc. and rounding off 725.08

GRAND TOTAL RS. 300,000.00

Assistant Executive Engineer, Executive Engineer,

P.W.Ports & I.W.T. Dept., P.W.Ports & I.W.T. Dept.,

Sub division, Kittur. Belgaum division, Belgaum.

ಕಿತ್ತೂರು ತಾಲೂಕಾ ಆಡಳಿತ ಸೌಧದಲ್ಲಿ ನೂತನ ಖಜಾನೆ ಕಾರ್ಯಾಲಯದಲ್ಲಿ ಭದ್ರತಾ ಕೊಠಡಿಗೆ ಗೋದ್ರೆಜ್‌ ಬಾಗಿಲು ಅಳವಡಿಸುವುದು.

P.W.D.CODE PARA - 133

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

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

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

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

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

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

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

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

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

ಕಿತ್ತೂರು ತಾಲೂಕಾ ಆಡಳಿತ ಸೌಧದಲ್ಲಿ ನೂತನ ಖಜಾನೆ ಕಾರ್ಯಾಲಯದಲ್ಲಿ ಭದ್ರತಾ ಕೊಠಡಿಗೆ ಗೋದ್ರೆಜ್‌ ಬಾಗಿಲು ಅಳವಡಿಸುವುದು ಹಾಗೂ ಇನ್ನಿತರೆ ಮಾರ್ಪಾಡು ಕಾಮಗಾರಿಗಳು.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರು ತಾಲೂಕಿನ ಕಿತ್ತೂರು ಪಟ್ಟಣದಲ್ಲಿ ನೂತನ ತಾಲೂಕಾ ಆಡಳಿತ ಸೌಧವನ್ನು ನಿರ್ಮಿಸಲಾಗಿದ್ದು, ಸದರಿ ಆಡಳಿತ ಸೌಧದದಲ್ಲಿಯ ನೂತನ ಖಜಾನೆ ಕಾರ್ಯಾಲಯದಲ್ಲಿ ಭದ್ರತಾ ಕೊಠಡಿಗೆ ಗೋದ್ರೆಜ್‌ ಬಾಗಿಲು ಅಳವಡಿಸುವುದು ಹಾಗೂ ಇನ್ನಿತರೆ ಮಾರ್ಪಾಡು ಕಾಮಗಾರಿಗಳನ್ನು ಕೈಗೊಳ್ಳುವುದು ಅವಶ್ಯವಿರುತ್ತದೆ. ಅದರಂತೆ ಸದರಿ ಕಾಮಗಾರಿಗೆ ವಿವರವಾದ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು 2023-24ನೇ ಸಾಲಿನ (2026-27ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಬೆಂಗಳೂರು ವೃತ್ತದ ಏಕರೂಪ ದರಪಟ್ಟಿ ಹಾಗೂ GEM ದರಗಳನ್ವಯ ರೂ. 6.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಿ, ಸಹಾಯಕ ಉಪಖಜಾನೆ ಅಧಿಕಾರಿಗಳು, ಕಿತ್ತೂರು ರವರ ಮುಖಾಂತರ ಆಯುಕ್ತರು, ಖಜಾನೆ ಇಲಾಖೆ, ಬೆಂಗಳೂರು ರವರಿಗೆ ಸಲ್ಲಿಸಲಾಗಿರುತ್ತದೆ. ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಗೆ ಮಾನ್ಯ ಆಯುಕ್ತರು, ಖಜಾನೆ ಇಲಾಖೆ, ಬೆಂಗಳೂರು ರವರ ಕಚೇರಿ ಆದೇಶ ಪತ್ರ ಸಂಖ್ಯೆಃ DOT/BUD/MIS/6/2025 E-1666321, ದಿನಾಂಕಃ 07-03-2026 ರನ್ವಯ ರೂ. 6.00 ಲಕ್ಷಗಳಿಗೆ ಆಡಳಿತಾತ್ಮಕ ಅನುಮೋದನೆ ನೀಡಿ, ಅನುದಾನವನ್ನು ಬಿಡುಗಡೆಗೊಳಿಸಿರುತ್ತಾರೆ. ಅದರಂತೆ ಸಹಾಯಕ ಉಪಖಜಾನೆ ಅಧಿಕಾರಿಗಳು, ಕಿತ್ತೂರು ರವರು ಟೋಕನ್‌ ಸಂಖ್ಯೆಃ 2515444950 ರಡಿಯಲ್ಲಿ ಠೇವಣಿ ಖಾತೆ ಸಂಖ್ಯೆಃ 01555A001 ರನ್ವಯ ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆಃ 8443-00-117-0-01-542 ಗೆ ದಿನಾಂಕಃ 10-03-2026 ರಂದು ಜಮೆ ಮಾಡಿರುತ್ತಾರೆ.

ಅನುಮೋದನೆಗೊಂಡ ಅನುದಾನದನ್ವಯ ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಪರಿಗಣಿಸಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದೆ.

1 ಭದ್ರತಾ ಕೊಠಡಿಗೆ ಗೋದ್ರೆಜ್ ಬಾಗಿಲು ಅಳವಡಿಸುವುದು.

2 ಅಭಿಲೇಖಾಲಯದ ಕಿಟಕಿಗೆ ಪ್ಲಾವುಡ್ ಹಾಗೂ Veneer sheet ಅಳವಡಿಸುವುದು.

3 ಅಭಿಲೇಖಾಲಯದಲ್ಲಿ ದಾಖಲಾತಿಗಳನ್ನು ಇಡುವ ಸಲುವಾಗಿ ಕಲ್ಲಿನ ರ‍್ಯಾಕ ಅಳವಡಿಸುವುದು.

4 ಬ್ಯಾಟರಿ ಮತ್ತು ಯು.ಪಿ.ಎಸ್. ಇಡಲು ಅಲ್ಯುಮಿನಿಯಂ ಪಾರ್ಟಿಷಿಯನ್ ಮಾಡುವುದು.

5 ಈಗಾಗಲೇ ಇರುವ ಯುಪಿಎಸ್ ಸಂಪರ್ಕ ಕಲ್ಪಿಸುವುದು.

ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು 2023-24ನೇ ಸಾಲಿನ (2026-27ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಬೆಂಗಳೂರು ವೃತ್ತದ ಏಕರೂಪ ದರಪಟ್ಟಿ ಹಾಗೂ GEM ದರಗಳನ್ವಯ ರೂ. 6.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಿ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿ ಕೋರಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು. ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಉಪವಿಭಾಗ ಕಿತ್ತೂರು

ಕಿತ್ತೂರು ತಾಲೂಕಾ ಆಡಳಿತ ಸೌಧದಲ್ಲಿ ನೂತನ ಖಜಾನೆ ಕಾರ್ಯಾಲಯದಲ್ಲಿ ಭದ್ರತಾ ಕೊಠಡಿಗೆ ಗೋದ್ರೆಜ್‌ ಬಾಗಿಲು ಅಳವಡಿಸುವುದು ಹಾಗೂ ಇನ್ನಿತರೆ ಮಾರ್ಪಾಡು ಕಾಮಗಾರಿಗಳು.

RECAPITULATION SHEET

1 Installation of Godrej door and other works. Rs :- 483637.80 483637.79

3 Tender Premium Rs :- 28534.63 28534.63

4 LS for Miscellaneous & rounding off Rs :- 772.77 772.78

Grand Total in Lakhs Rs :- 6.00

ಕಿತ್ತೂರು ತಾಲೂಕಾ ಆಡಳಿತ ಸೌಧದಲ್ಲಿ ನೂತನ ಖಜಾನೆ ಕಾರ್ಯಾಲಯದಲ್ಲಿ ಭದ್ರತಾ ಕೊಠಡಿಗೆ ಗೋದ್ರೆಜ್‌ ಬಾಗಿಲು ಅಳವಡಿಸುವುದು ಹಾಗೂ ಇನ್ನಿತರೆ ಮಾರ್ಪಾಡು ಕಾಮಗಾರಿಗಳು.

ESTIMATE -MEASUREMENTS

SI. No. Item of Work Sides No Measurements Qty Rate Total Amount

1 GODREJ SECURITY SOLUTIONS Vault (Strong Room) Door Vault Main Doors B Class - TRTL 30, FR 30 Type of Vault (Strong Room) Door: Vault Main Doors, Classification of Vault (Strong Room) Door: B Class - TRTL 30, FR 30, Height of Door (Maximum) in mm: 2300, Height of Door (Minimum) in mm: 2100, Width of Door (Maximum) in mm: 1400, Width of Door (Minimum) in mm: 1250, Inside Height or clear opening of Door, when the shutter swings 180º in mm: 1950, Inside Width or Clear Opening of Door, when the shutter swings 180º in mm 900, Minimum, Thickness of door frame in mm if the door frame is made by single plate which is multi bended to form the door frame :10, Minimum Thickness of door frame in mm if the door frame is made by fabricating angle or any channel: NA, Thickness of Angles for Grill Gate: 5 millimeter, Diameter of Grill Gate Road: 19 millimeter, Minimum Pitch of Grill Gate Road: 91 millimeter, Thickness of Door Slabs over Rebates in mm: ≥29, Thickness of Door Slabs over Lock in mm- ≥50, Thickness of drill and oxyacetylene torch resisting layer (excluding mild steel plates)-≥20, Door Wall Thickness in mm- 305~380, Actual Wall Thickness in mm- 320 millimeter, Number of Shooting Bolts on Hinge Side-6, Number of Shooting Bolts on Opposite Hinge Side-6, Number of Shooting Bolts on Top-NA, Number of Shooting Bolts on Bottom Side-NA, Cross section Area of Single Shooting Bolt-0.001134 square meter, Depth of Engagement of Shooting Bolt in mm-≥15, Compression Mechanism-A continuous resilient packing is incorporated in the frame for compression mechanism for clenching the door tight against this packing in doors, this helps liquids or gases to pass through, Time Lock (Optional)-NA, Doors are Tested as approved by BIS-Class B Burglary resistance as per IS 11188 Part 2, Fire Endurance 11188 Part 3, Fire Hose Stream Reheat 11188 Part 4, Warranty Period-1 year (GEM Product ID: 5116877-31534383322)

Strong room door 1 1

2 Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre-laminated one side decorative lamination and other side balancing lamination Grade I, Type II, IS : 12823 marked, including priming coat on unexposed arrangement and screws etc. complete : 18 mm thick (Page No. 70, I.No. 10.10.2, Vol-2)

For Window Packing 1 2.00 1.80 3.60

3 Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with Decorative veneer facings of approved manufacture (Page No. 70, I.No. 10.11, Vol-2)

For Window Packing Veneer 1 2.00 1.80 3.60

4 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (Page No. 64, I.No. 9.36, Vol-2)

Record room Shelf

Horizontals 1 4 5.20 0.60 12.48

Verticals 1 5 2.40 0.60 7.20

5 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications. (Page No. 87, I.No. 11.35.1.2, Vol-2)

For UPS Cabin & Door 150.00 11.20 10 112

6 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer- in-charge: Pre-laminated particle board with decorative lamination on both sides including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Page No. 89, I.No. 11.36.2, Vol-2)

Particle board for UPS Cabin upto 1 mtr height. 1 2.60 1.00 2.60

7 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/m²) including cost of materials, labour, usage charges of machinery complete as per specifications. (Page No. 89, I.No. 11.37.2, Vol-2)

Glazing for UPS Cabin above 1 mtr height. 1 2.60 1.80 4.68

8 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required. (Page No. 3, I.No. 1.8.3, PWD Ele SR 2-23-24)

For Meter to UPS connection 1 10.00 10.00

For UPS to PC connection 1 90.00 90.00

9 Wiring for lighting / power circuit using one of FRLS PVC insulated1100V grade, multi strand copper wire with low conductor resistance single core in open or concealed system of wiring with specifiedI S-694:2010 (Page No. 5, I.No. 2.3.2/2.3.3, PWD Ele SR 2-23-24)

For Meter to UPS connection

For UPS to PC connection

10 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting backplate with required nos.of machine screws, bolts nuts etc., complete on the existing metal /PVC box. (Page No. 8, I.No. 3.5.4/3.5.5/3.5.6, PWD Ele SR 2-23-24)

For UPS to PC connection

11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. (Page No. 9, I.No. 3.6.1/3.6.3, PWD Ele SR 2-23-24)

For UPS to PC connection

11a 6A One Way Switch 50 Each 50 102.00 5100.00 3.6.1

11b 6A Three Way socket 25 Each 25 171.00 4275.00 3.6.3

12 Supplying and drawing UTP-CAT 6E LAN cable (Page No. 36, I.No. 8.1, PWD Ele SR 2-23-24)

KSWAN to PC connection 6 4.00 m 24 38.00 912.00 3.6.1

Total Rs 483637.80

Assistant Executive Engineer, PWD.,Dept.Sub-Dn.,Kittur Executive Engineer, PWD.Dept.Belagavi Dn.Belagavi

ಕಿತ್ತೂರು ತಾಲೂಕಾ ಆಡಳಿತ ಸೌಧದಲ್ಲಿ ನೂತನ ಖಜಾನೆ ಕಾರ್ಯಾಲಯದಲ್ಲಿ ಭದ್ರತಾ ಕೊಠಡಿಗೆ ಗೋದ್ರೆಜ್‌ ಬಾಗಿಲು ಅಳವಡಿಸುವುದು ಹಾಗೂ ಇನ್ನಿತರೆ ಮಾರ್ಪಾಡು ಕಾಮಗಾರಿಗಳು.

RATE ANALYSIS FOR BRIDGE

SL. No Description of Work Vol No. Page No Item No Per Basic Rate (Rs.) Formwork Total Rate ( Rs.) Lift charges for First Floor G. Total Rate( Rs.) For Eath Work and Concrete Works considered from Vol-I Common Sr with necessary Overheads to be added in the rate analysis.

Mat Const AMOUNT

1 GODREJ SECURITY SOLUTIONS Vault (Strong Room) Door Vault Main Doors B Class - TRTL 30, FR 30 Type of Vault (Strong Room) Door: Vault Main Doors, Classification of Vault (Strong Room) Door: B Class - TRTL 30, FR 30, Height of Door (Maximum) in mm: 2300, Height of Door (Minimum) in mm: 2100, Width of Door (Maximum) in mm: 1400, Width of Door (Minimum) in mm: 1250, Inside Height or clear opening of Door, when the shutter swings 180º in mm: 1950, Inside Width or Clear Opening of Door, when the shutter swings 180º in mm 900, Minimum, Thickness of door frame in mm if the door frame is made by single plate which is multi bended to form the door frame :10, Minimum Thickness of door frame in mm if the door frame is made by fabricating angle or any channel: NA, Thickness of Angles for Grill Gate: 5 millimeter, Diameter of Grill Gate Road: 19 millimeter, Minimum Pitch of Grill Gate Road: 91 millimeter, Thickness of Door Slabs over Rebates in mm: ≥29, Thickness of Door Slabs over Lock in mm- ≥50, Thickness of drill and oxyacetylene torch resisting layer (excluding mild steel plates)-≥20, Door Wall Thickness in mm- 305~380, Actual Wall Thickness in mm- 320 millimeter, Number of Shooting Bolts on Hinge Side-6, Number of Shooting Bolts on Opposite Hinge Side-6, Number of Shooting Bolts on Top-NA, Number of Shooting Bolts on Bottom Side-NA, Cross section Area of Single Shooting Bolt-0.001134 square meter, Depth of Engagement of Shooting Bolt in mm-≥15, Compression Mechanism-A continuous resilient packing is incorporated in the frame for compression mechanism for clenching the door tight against this packing in doors, this helps liquids or gases to pass through, Time Lock (Optional)-NA, Doors are Tested as approved by BIS-Class B Burglary resistance as per IS 11188 Part 2, Fire Endurance 11188 Part 3, Fire Hose Stream Reheat 11188 Part 4, Warranty Period-1 year (GEM Product ID: 5116877-31534383322) GEM Product ID: 5116877-31534383322 Each 314900.00 314900.00 3149 318049.00

Vol No.GEM Product ID: 5116877-31534383322, Page No:, Item No:

2 Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre-laminated one side decorative lamination and other side balancing lamination Grade I, Type II, IS : 12823 marked, including priming coat on unexposed arrangement and screws etc. complete : 18 mm thick (Page No. 70, I.No. 10.10.2, Vol-2) 2 70 10.10.2 Sqm 1327.00 1327.00 13.27 1340.27

Vol No.2, Page No:70, Item No:10.10.2 74.00

3 Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with Decorative veneer facings of approved manufacture (Page No. 70, I.No. 10.11, Vol-2) 2 70 10.11 Sqm 1480.00 1480.00 14.80 1494.80

Vol No.2, Page No:70, Item No:10.11

4 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (Page No. 64, I.No. 9.36, Vol-2) 2 64 9.36 Sqm 1646.00 1646.00 16.46 1662.46

Vol No.2, Page No:64, Item No:9.36

5 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications. (Page No. 87, I.No. 11.35.1.2, Vol-2) 2 87 11.35.1.2 Kgs 489.00 489.00 4.89 493.89 97.80

Vol No.2, Page No:87, Item No:11.35.1.2

6 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer- in-charge: Pre-laminated particle board with decorative lamination on both sides including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Page No. 89, I.No. 11.36.2, Vol-2) 2 89 11.36.2 Sqm 983.00 983.00 9.83 992.83

Vol No.2, Page No:89, Item No:11.36.2

7 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/m²) including cost of materials, labour, usage charges of machinery complete as per specifications. (Page No. 89, I.No. 11.37.2, Vol-2) 2 89 11.37.2 Sqm 1171.00 1171.00 11.71 1182.71

Vol No.2, Page No:89, Item No:11.37.2

8 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required. (Page No. 3, I.No. 1.8.3, PWD Ele SR 2-23-24) 6 3 1.8.3 m 43.0 43.00 - 43.00

Vol No.6, Page No:3, Item No:1.8.3

9a Wiring for lighting / power circuit using one of FRLS PVC insulated1100V grade, multi strand copper wire with low conductor resistance single core in open or concealed system of wiring with specifiedI S-694:2010 (Page No. 5, I.No. 2.3.2/2.3.3, PWD Ele SR 2-23-24) 1.5 mm2 6 5 2.3.2 m 26.00 26.00 26.00

Vol No.6, Page No:5, Item No:2.3.2

9b Wiring for lighting / power circuit using one of FRLS PVC insulated1100V grade, multi strand copper wire with low conductor resistance single core in open or concealed system of wiring with specifiedI S-694:2010 (Page No. 5, I.No. 2.3.2/2.3.3, PWD Ele SR 2-23-24) 2.5mm2 6 5 2.3.3 m 42.00 42.00 42.00

Vol No.6, Page No:5, Item No:2.3.3

10a Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting backplate with required nos.of machine screws, bolts nuts etc., complete on the existing metal /PVC box. (Page No. 8, I.No. 3.5.4/3.5.5/3.5.6, PWD Ele SR 2-23-24) 6 8 3.5.4 Each 234.00 234.00 - 234.00

Vol No.6, Page No:8, Item No:3.5.4

10b Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting backplate with required nos.of machine screws, bolts nuts etc., complete on the existing metal /PVC box. (Page No. 8, I.No. 3.5.4/3.5.5/3.5.6, PWD Ele SR 2-23-24) 6 8 3.5.5 Each 284.00 284.00 - 284.00

Vol No.6, Page No:8, Item No:3.5.5

10c Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting backplate with required nos.of machine screws, bolts nuts etc., complete on the existing metal /PVC box. (Page No. 8, I.No. 3.5.4/3.5.5/3.5.6, PWD Ele SR 2-23-24) 6 8 3.5.6 Each 344.00 344.00 - 344.00

Vol No.6, Page No:8, Item No:3.5.6

16 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No.2703,1500,1600and 1700. 3 121 13.5 m 2070.00 2070.00 - 0.00

Vol No.3, Page No:121, Item No:13.5

17 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. A. Boulder Laid Dry Without Wire Crates. MORTH Specification No. 2503 3 111 16.1 Cum. 1637.00 1637.00 #REF!

Vol No.3, Page No:111, Item No:16.1

18 Providing and laying of apron with cement concrete blocks of size 0.3x0.3x0.3 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. MORTH Specification No.2503. 3 111 16.3 Cum 6218.00 6218.00 #REF!

Vol No.3, Page No:111, Item No:16.3

11a Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. (Page No. 9, I.No. 3.6.1/3.6.3, PWD Ele SR 2-23-24) 6 9 3.6.1 Each 102.00 102.00 102.00

Vol No.6, Page No:9, Item No:3.6.1

#VALUE! Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationMORTH Specification No. 2705 3 121 13.7 m 3271.00 3271.00 0.00

Vol No.3, Page No:121, Item No:13.7

11b Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. (Page No. 9, I.No. 3.6.1/3.6.3, PWD Ele SR 2-23-24) 6 9 3.6.3 Each 171.00 171.00 171.00

Vol No.6, Page No:9, Item No:3.6.3

12 Supplying and drawing UTP-CAT 6E LAN cable 6 36 8.1 m 38.00 38.00 38.00

Vol No.6, Page No:36, Item No:8.1

Assistant Executive Engineer, PWD.Sub-Dn, Kittur Executive Engineer, PWD, Dn Belagavi

ರೇಖಾ ಅಂದಾಜು ಪತ್ರಿಕೆ

ಕಿತ್ತೂರ ತಾಲೂಕಾ ಆಡಳಿತ ಸೌಧದಲ್ಲಿನ ನೂತನ ಖಜಾನೆ ಕಾರ್ಯಾಲಯದ ಮಾರ್ಪಾಡು ಕಾಮಗಾರಿಗಳ ರೇಖಾ ಅಂದಾಜು ಪಟ್ಟಿ

ಕ್ರ.ಸಂ. ಕೆಲಸದ ಹೆಸರು ಪ್ರಮಾಣ ಪರಿಮಾಣ ದರ (ರೂ. ಲಕ್ಷಗಳಲ್ಲಿ) ಮೊತ್ತ (ರೂ. ಲಕ್ಷಗಳಲ್ಲಿ)

1 ಭದ್ರತಾ ಕೊಠಡಿಗೆ ಗೋದ್ರೆಜ್ ಬಾಗಿಲು ಅಳವಡಿಸುವುದು. No. 1.00 1200000.00 1200000.00

2 ಅಭಿಲೇಖಾಲಯದಲ್ಲಿ ದಾಖಲಾತಿಗಳನ್ನು ಇಡುವ ಸಲುವಾಗಿ ಕಲ್ಲಿನ ರ‍್ಯಾಕ ಅಳವಡಿಸುವುದು. Sqm 18.24 2000.00 36480.00

3 ಅಭಿಲೇಖಾಲಯದ ಕಿಟಕಿಗೆ ಪ್ಲಾವುಡ್ ಅಳವಡಿಸುವುದು. Sqm 3.60 897.00 3229.20

4 ಬ್ಯಾಟರಿ ಮತ್ತು ಯು.ಪಿ.ಎಸ್. ಇಡಲು ಅಲ್ಯುಮಿನಿಯಂ ಪಾರ್ಟಿಷಿಯನ್ ಮಾಡುವುದು. PÀ°è£À gÁåPÀ ¥Ánð¶AiÀÄ£ï

ADD 18% GST Rs. 228793.12

5 ಈಗಾಗಲೇ ಇರುವ ಯುಪಿಎಸ್ ಸಂಪರ್ಕ ಕಲ್ಪಿಸುವುದು. Lumpsum 150000.00 ¥ÁèªÀÅqï

6 ಗಣಕಯಂತ್ರಗಳಿಗೆ ಕೇಸ್ವಾನ ಸಂಪರ್ಕ ಕಲ್ಪಿಸುವುದು. Lumpsum 50000.00 1.8 2 3.6

Total Amount Rs. 1699866.00 3.6

Miscelleneous & Rounding off 134.00

Total Amount Rs. 1700000.00

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು. ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಉಪವಿಭಾಗ ಕಿತ್ತೂರು

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

EXECUTIVE ENGINEER

PUBLIC WORKS DEPARTMENT

BELGAUM DIVISION, BELGAUM.

ASSISTANT EXECUTIVE ENGINEER,

PUBLIC WORKS DEPARTMENT

SUB DIVISION, KITTUR.

: Name of work :

ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕ ಆಡಳಿತ ಸೌಧದಲ್ಲಿ ಲಿಫ್ಟ ಅಳವಡಿಸುವ ಕಾಮಗಾರಿಯ ಅಂದಾಜು ಪತ್ರಿಕೆ.

ESTIMATED COST : 22.00 Lakhs

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

Name of Division P.W.Dept.Belagavi Division Belagavi

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

Fund Head 8443 ಠೇವಣಿ ವಂತಿಕೆ

Departement Head

ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕ ಆಡಳಿತ ಸೌಧದಲ್ಲಿ ಲಿಫ್ಟ ಅಳವಡಿಸುವ ಕಾಮಗಾರಿಯ ಅಂದಾಜು ಪತ್ರಿಕೆ.

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

Estimated Cost Rs. 22.00 Lakhs

Administratively approved Vide:

Technically Sanctioned under

Estimate prepared by Shri. S. M. Melavanki, AE

Estimate Checked by Shri S R Mirajkar, AEE

Assistant Executive Engineer,

P.W.D Sub-Division, Kittur

Dressing Room Skirting

On Stage (Wooden mat Finish) 1 10 3

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

Columns above plinth upto Gr. Floor slab

RCC LINTEL Band

Vertical. Side LINTEL Band 0.15

Horizontal Side LINTEL Band 0.15

Rear Side LINTEL Band 0.15

Front LINTEL Band 0.15

Slab Beams ( GR Floor)

Vertical. Side Slab Beams 0.65

Horizontal Side Slab Beams 2 0.65

Rear Side Slab Beams 0.65

Front Slab Beams 0.65

Columns above plinth upto Gr. Floor slab

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

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

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

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

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

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

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

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

Dressing Room 2 3.6 3.1

Vertical. Side Walls 3.4

Horizontal Side Walls 3.4

Rear Side Walls 3.4

Front Walls 3.4

Toilet walls 2 6.85 0.115 3.4 5.3567

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

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

Hall and stage area 1 45.2 3.4

Dressing Room 13.4 3.4

Toilet Walls 2 6.6 3.4

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

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

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

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

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

ರೇಖಾ ಅಂದಾಜು ಪತ್ರಿಕೆ

ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರ ತಾಲೂಕ ಆಡಳಿತ ಸೌಧದಲ್ಲಿ ಲಿಫ್ಟ ಅಳವಡಿಸುವ ಕಾಮಗಾರಿಯ ಅಂದಾಜು ಪತ್ರಿಕೆ.

ಕ್ರ.ಸಂ. ಕೆಲಸದ ಹೆಸರು ಪ್ರಮಾಣ ಪರಿಮಾಣ ದರ (ರೂ. ಲಕ್ಷಗಳಲ್ಲಿ) ಮೊತ್ತ (ರೂ. ಲಕ್ಷಗಳಲ್ಲಿ)

1 ಆಡಳಿತ ಸೌಧ ಕಟ್ಟಡದಲ್ಲಿ ಲಿಫ್ಟ ಅಳವಡಿಸುವುದು-13 ಜನರ ಸಾಮರ್ಥ್ಯ (ಅನುಮೋದನೆಗೊಂಡ ನಕ್ಷೆಯಲ್ಲಿದ್ದಂತೆ) No. 1 1796933.06 1796933.06

Amount Rs. 1796933.06

ADD 18% GST Rs. 323447.95

2 ಇತರೆ ಕೆಲಸಗಳು Lumpsum 79618.99

Total Amount Rs. 2200000.00

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು. ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಉಪವಿಭಾಗ ಕಿತ್ತೂರು

Name of Work : Maintenance to Basarakhod-Degaon-Degalolli (MDR) from Km 0.00 to 4.00 in Kittur Sub Division.

Sl.No. Description Qty Unit Rate Amount

1 KSRRB 200-8. Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual means, in area of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges complete as per specifications. MORTH / Chapter 2 ( KPWD BGM Circle 2015-16 SR, P.No. : 136, I.No. : 18.11)

2 KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 ( KPWD BGM Circle 2015-16 SR, P.No. : 142, I.No. : 19.1)

3 KSRRB M3000-2. Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment complete as per specifications MORTH Specification No.3003 [KPWD BGM Circle SR 2015-16 SR, P.No. : 251, Item No. 35.2]

4 Patching of deep potholes by restoring the granular base coarse using material confirming to WBM grade-III standards/WMM wherever necessary by manual means including trimming the pothole to the required shape and size, clearing the pothole applying tack coat at 4 kg/10sqm over the WMB/WMM surface including cleaning etc, and covering the surface with premixed mix seal TYPE-A 20mm thick including lead, loading unloading, rolling and finishing etc., Complete as per standard specification. -do- upto 75 mm thick [KPWD BGM Circle SR 2015-16 SR, P.No. : 252, Item No. 35.13.1]

5 Patching of deep potholes by restoring the granular base coarse using material confirming to WBM grade-III standards/WMM wherever necessary by manual means including trimming the pothole to the required shape and size, clearing the pothole applying tack coat at 4 kg/10sqm over the WMB/WMM surface including cleaning etc, and covering the surface with premixed mix seal TYPE-A 20mm thick including lead, loading unloading, rolling and finishing etc., Complete as per standard specification. -do- upto 150 mm thick [KPWD BGM Circle SR 2015-16 SR, P.No. : 252, Item No. 35.13.2]

6 KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. -do- with primer [KPWD BGM Circle SR 2015-16 P.No. : 118, Item No. 15.53.2]

7 KSRB 4-1.5 : Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.64cum and fine aggregtes @ 0.43cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 [KPWD BGM Circle SR 2015-16. Page No. 12, Item No. 4.5]

TOTAL RS. 299,274.93

Assistant Executive Engineer, Executive Engineer,

P.W.Ports & I.W.T. Dept., P.W.Ports & I.W.T. Dept.,

Sub division, Kittur. Belgaum division, Belgaum.

Name of Work : Maintenance to Basarakhod-Degaon-Degalolli (MDR) from Km 0.00 to 4.00 in Kittur Sub Division.

MEASUREMENT SHEET

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

1 KSRRB 200-8. Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual means, in area of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges complete as per specifications. MORTH / Chapter 2 ( KPWD BGM Circle 2015-16 SR, P.No. : 136, I.No. : 18.11)

Deduct 40% for voids 5040.00

Total Qty. 7560.00 Sqm.

2 KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 ( KPWD BGM Circle 2015-16 SR, P.No. : 142, I.No. : 19.1)

Total Qty. 727.02 Cum

3 KSRRB M3000-2. Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment complete as per specifications MORTH Specification No.3003 [KPWD BGM Circle SR 2015-16 SR, P.No. : 251, Item No. 35.2]

Total Qty. 2120.00 Sqm.

4 Patching of deep potholes by restoring the granular base coarse using material confirming to WBM grade-III standards/WMM wherever necessary by manual means including trimming the pothole to the required shape and size, clearing the pothole applying tack coat at 4 kg/10sqm over the WMB/WMM surface including cleaning etc, and covering the surface with premixed mix seal TYPE-A 20mm thick including lead, loading unloading, rolling and finishing etc., Complete as per standard specification. -do- upto 75 mm thick [KPWD BGM Circle SR 2015-16 SR, P.No. : 252, Item No. 35.13.1]

Total Qty. 196.88 Sqm.

5 Patching of deep potholes by restoring the granular base coarse using material confirming to WBM grade-III standards/WMM wherever necessary by manual means including trimming the pothole to the required shape and size, clearing the pothole applying tack coat at 4 kg/10sqm over the WMB/WMM surface including cleaning etc, and covering the surface with premixed mix seal TYPE-A 20mm thick including lead, loading unloading, rolling and finishing etc., Complete as per standard specification. -do- upto 150 mm thick [KPWD BGM Circle SR 2015-16 SR, P.No. : 252, Item No. 35.13.2]

Total Qty. 150.00 Sqm.

6 KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. -do- with primer [KPWD BGM Circle SR 2015-16 P.No. : 118, Item No. 15.53.2]

For CD Headwalls 4 x 2 x 2.50 x 1.20 = 24.00

Total Qty. 32.82 Sqm.

7 KSRB 4-1.5 : Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.64cum and fine aggregtes @ 0.43cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 [KPWD BGM Circle SR 2015-16. Page No. 12, Item No. 4.5]

Coping for CD Headwalls 2 x 2 x 2.50 x 0.45 x 0.10 = 0.45 Cum

Assistant Executive Engineer, Executive Engineer, P.W.Ports & I.W.T. Dept., P.W.Ports & I.W.T. Dept., Sub division, Kittur. Belgaum division, Belgaum.

Name of work : Maintenance to Basarakhod-Degaon-Degalolli (MDR) from Km 0.00 to 4.00 in Kittur Sub Division.

Sl.No. Material Rates Unit

3 Bitumen Emulsion 47770.00 38835.00 -8935.00 MT

Sl.No. Description of Items Unit Page No. Item No. Basic Rate Material Cost Difference Total Add 5% A.W Total

1 KSRRB 200-8. Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual means, in area of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges complete as per specifications. MORTH / Chapter 2 ( KPWD BGM Circle 2015-16 SR, P.No. : 136, I.No. : 18.11) Sqm 136 18.11 5.90 5.90 5.90

2 KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 ( KPWD BGM Circle 2015-16 SR, P.No. : 142, I.No. : 19.1) Cum 142 19.1 77.00 77.00 77.00

3 KSRRB M3000-2. Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment complete as per specifications MORTH Specification No.3003 [KPWD BGM Circle SR 2015-16 SR, P.No. : 251, Item No. 35.2] Sqm 251 35.2 20.00 20.00 20.00

4 Patching of deep potholes by restoring the granular base coarse using material confirming to WBM grade-III standards/WMM wherever necessary by manual means including trimming the pothole to the required shape and size, clearing the pothole applying tack coat at 4 kg/10sqm over the WMB/WMM surface including cleaning etc, and covering the surface with premixed mix seal TYPE-A 20mm thick including lead, loading unloading, rolling and finishing etc., Complete as per standard specification. -do- upto 75 mm thick [KPWD BGM Circle SR 2015-16 SR, P.No. : 252, Item No. 35.13.1] Sqm 252 35.13.1 423.00 0.0004 x 9814.00 = (-) 3.93 397.22 397.22

5 Patching of deep potholes by restoring the granular base coarse using material confirming to WBM grade-III standards/WMM wherever necessary by manual means including trimming the pothole to the required shape and size, clearing the pothole applying tack coat at 4 kg/10sqm over the WMB/WMM surface including cleaning etc, and covering the surface with premixed mix seal TYPE-A 20mm thick including lead, loading unloading, rolling and finishing etc., Complete as per standard specification. -do- upto 150 mm thick [KPWD BGM Circle SR 2015-16 SR, P.No. : 252, Item No. 35.13.2] Sqm 252 35.13.2 510.00 0.0004 x 9814.00 = (-) 3.93 484.22 484.22

6 KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. -do- with primer [KPWD BGM Circle SR 2015-16 P.No. : 118, Item No. 15.53.2] Sqm 118 15.53.2 83.00 83.00 83.00

7 KSRB 4-1.5 : Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.64cum and fine aggregtes @ 0.43cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 [KPWD BGM Circle SR 2015-16. Page No. 12, Item No. 4.5] Cum 12 4.5 5825.00 6 Bags x 40.00 = + 240.00 6065.00 6065.00

Assistant Executive Engineer, P.W.Ports & I.W.T. Dept., Sub division, Kittur. Executive Engineer, P.W.Ports & I.W.T. Dept., Belgaum division, Belgaum.

BAR CHART SHOWING THE DETAILS OF IMPROVEMENTS/WORKS ON BASARAKHOD-DEGAON (MDR) ROAD NO. BAI -219

Name of Imp Cities/Towns

Lane Width 3.75 Mtr.

1] Work completed during 2015-16 (DLP)

2] Work sanctioned during 2015-16

3] Proposed for maintenance during 2016-17

Assistant Executive Engineer, Executive Engineer,

PWP & IWT Department, PWP & IWT Department,

Sub-Division Kittur. Belgaum Division, Belgaum.

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

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

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

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

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

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

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

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

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

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

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

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

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

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

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

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

6 Progress * : 2019

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2020

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

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

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

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

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

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

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

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

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

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

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

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

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

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

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

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

Attach letters of Acceptance received.

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

Information of the works for which Tenderer has submitted Tender.

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

List of Machineries Required

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

No. Capacity Number/Capacity Age/ Condition

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

BANKER’S CERTIFICATE

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

Name of the Bank, Senior Bank Manger

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

Information on litigation in which the Tenderer is involved:

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