IMPROVEMENTS TO BEEDI-BELAVANAKI SH-56 ROAD FROM CH. 16.561 Km to 17.23 and ALNAVAR BETAGERI SH-140 FROM CH. 25.80 to 26.20 Km in CHANNAMMANA KITTUR CONSTITUENCY IN BELAGAVI DISTRICT (FROM GOMBI GUDI TO BASSAPUR CROSS IN KITTUR TOWN)-DEVELOPEMENT OF ARALIKATTE CIRCLE

GOVT. OF KARNATAKA

PUBLIC WORKS DEPARTMENT

EXECUTIVE ENGINEER

PUBLIC WORKS DEPARTMENT

BELAGAVI DIVISION, BELAGAVI

ASSISTANT EXECUTIVE ENGINEER,

PUBLIC WORKS DEPARTMENT

SUB DIVISION, KITTUR.

Name of work : IMPROVEMENTS TO BEEDI-BELAVANAKI SH-56 ROAD FROM CH. 16.561 Km to 17.23 and ALNAVAR BETAGERI SH-140 FROM CH. 25.80 to 26.20 Km in CHANNAMMANA KITTUR CONSTITUENCY IN BELAGAVI DISTRICT (FROM GOMBI GUDI TO BASSAPUR CROSS IN KITTUR TOWN)-DEVELOPEMENT OF ARALIKATTE CIRCLE

ESTIMATED COST : 45.00 Lakhs

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, Public Works Department, Belagavi Division, Belagavi.

Dept. Belgaum Division, Belgaum.

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

Departmental Head : 2059 (Non Plan) Repairs & Maintanance 5054 SH Improvements for 2024-25

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

Name of work : IMPROVEMENTS TO BEEDI-BELAVANAKI SH-56 ROAD FROM CH. 16.561 Km to 17.23 and ALNAVAR BETAGERI SH-140 FROM CH. 25.80 to 26.20 Km in CHANNAMMANA KITTUR CONSTITUENCY IN BELAGAVI DISTRICT (FROM GOMBI GUDI TO BASSAPUR CROSS IN KITTUR TOWN)-DEVELOPEMENT OF ARALIKATTE CIRCLE

Estimated Cost. : Rs. 3.00 lakhs. Rs. 45.00 lakhs.

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

Technically sanctioned under : No._____________Date____________ No._____________Date____________

Estimate prepared by : Shri. B. N. Dayanand, A.E. Shri. Sachinkumar. K. Hanchinamani, AE

Estimate Checked by : Shri. B. N. Dayanand, A.E. Shri. Sanjeev. R. Mirajkar, AEE

(Call or Authority) :

“ Separate Sheet Enclosed ”

Name of work : IMPROVEMENTS TO BEEDI-BELAVANAKI SH-56 ROAD FROM CH. 16.561 Km to 17.23 and ALNAVAR BETAGERI SH-140 FROM CH. 25.80 to 26.20 Km in CHANNAMMANA KITTUR CONSTITUENCY IN BELAGAVI DISTRICT (FROM GOMBI GUDI TO BASSAPUR CROSS IN KITTUR TOWN)-DEVELOPEMENT OF ARALIKATTE CIRCLE

P.W.D. CODE PARA – 133

C E R T I F I C A T E

This is to certify that, S.R.Mirajkar, 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,

Public Works Department

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,

Public Works Department Public Works Department P.W.Ports & I.W.T. Dept.,

Sub division, Kittur. Belgaum division, Belgaum. Belagavi Division, Belagavi.

C E R T I F I C A T E

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

Assistant Executive Engineer, Executive Engineer,

Public Works Department P.W.Ports & I.W.T. Dept., Public Works Department

Sub division, Kittur. Belgaum division, Belgaum. Belagavi Division, Belagavi.

Name of work : IMPROVEMENTS TO BEEDI-BELAVANAKI SH-56 ROAD FROM CH. 16.561 Km to 17.23 and ALNAVAR BETAGERI SH-140 FROM CH. 25.80 to 26.20 Km in CHANNAMMANA KITTUR CONSTITUENCY IN BELAGAVI DISTRICT (FROM GOMBI GUDI TO BASSAPUR CROSS IN KITTUR TOWN)-DEVELOPEMENT OF ARALIKATTE CIRCLE

RECAPITULATION SHEET

Sl.No. Description Amount EPROC

1 Redevelopment of Circle 3,627,802.81 3,627,947.65 144.84

3 Add 5% Tender Premium 214,040.37 214,048.91

4 Misc. and rounding off 5,152.32 4,972.86

Assistant Executive Engineer, Executive Engineer,

Public Works Department Public Works Department

Sub division, Kittur. Belagavi Division, Belagavi.

Name of work : IMPROVEMENTS TO BEEDI-BELAVANAKI SH-56 ROAD FROM CH. 16.561 Km to 17.23 and ALNAVAR BETAGERI SH-140 FROM CH. 25.80 to 26.20 Km in CHANNAMMANA KITTUR CONSTITUENCY IN BELAGAVI DISTRICT (FROM GOMBI GUDI TO BASSAPUR CROSS IN KITTUR TOWN)-DEVELOPEMENT OF ARALIKATTE CIRCLE

Sl.No. Description Qty Unit Rate Amount

1 SIZE STONE MASONRY CURVED MAIN OUTER WALL : Providing and constructing finely Ashlar finished Size Stone masonry with hard stone for Pattern wall of height 1.90m with finely faced upto a height of 1.80m and top coping stone layer of thickness 0.10m proposed in Kittur Rani Chennamma Circle, Kittur Taluk as per Chief Architect drawing No. 15630/L with Cement mortar 1:6 (1 cement : 6 coarse sand). The stone shall be accurately dressed with uniform and fine joints and shall be Chamfered and Corniced to appropriate degrees as per the drawings. The inner face of the wall shall be divided into mini-frames with lateral depth upto 0.10m and aech frame shall be engraved with small Ogee arches with lateral depth upto 0.10m from the finished frame wall surface as shown in approved drawings. The rear outer face of main curved wall shall be roughly dressed with fine joints. The lateral depth of frames and Ogee arches shall not be deducted from the main wall measurements. There shall be provision for Rain water runoff at the top of the masonry with provision for edge chamfer. The masonry shall be constructed with assistance of double scaffolding system (cup lock type) on the exterior and Interior side upto 3m height above ground level including additional rows of scaffolding in stepped manner as per requirement of site made with 40mm dia M.S. tube, placed 1.5 metre c/c, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps for working platform etc. and maintaining it in a serviceable condition till the completion of the work. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST.

2 SIZE STONE MASONRY FRONT CURVED SHORT WALL : Providing and constructing finely Ashlar finished Size Stone masonry with hard stone for Pattern wall of height 0.60m with finely faced upto a height of 0.50m and top coping stone layer of thickness 0.10m as per Chief Architect drawing No. 15630/L with Cement mortar 1:6 (1 cement : 6 coarse sand). The stone shall be accurately dressed with uniform and fine joints and shall be Chamfered and Corniced to appropriate degrees as per the drawings. The face of the wall shall be engraved with small Ogee arches with lateral depth upto 0.10m from the finished wall surface as shown in approved drawings. The lateral depth of engraved ogee arches shall not be deducted from the main measurements. There shall be provision for Rain water runoff at the top of the masonry with provision for edge chamfer. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST.

3 SIZE STONE END ORNAMENTAL PILLARS : Providing and errecting finely Ashlar finished Size Stone Monolithic ornamental end pillar with hard stone of height upto 2.80m, finely dressed shaft with four faces and top pyramid shaped dome stone of as per Chief Architect drawing with Cement mortar 1:6 (1 cement : 6 coarse sand). The monolithic stone shall be accurately dressed uniformly and shall be Chamfered and Corniced to appropriate degrees as per the drawings. The pedestal shall be of square in cross section with cornice layer at bottom and top of the pillar. The four faces of the shaft shall be engraved with required design with lateral depth upto 0.10m from the finished surface as shown in approved drawings. The pillar shall be errected with assistance of double scaffolding system (cup lock type) on the exterior and Interior side upto 3m height above ground level including additional rows of scaffolding in stepped manner as per requirement of site made with 40mm dia M.S. tube, placed 1.5 metre c/c, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps for working platform etc. and maintaining it in a serviceable condition till the completion of the work. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST.

4 SIZE STONE MERLONS : Providing and fixing finely Ashlar finished Size Stone Merlons with hard stone of height upto 0.40m , width upto 0.30 and thickness upto 0.25m with finely faced and shall be fixed on the existing top coping stone layer of thickness 0.10m as per Chief Architect drawing No. 15630/L with Cement mortar 1:6 (1 cement : 6 coarse sand). The stone shall be accurately dressed with uniform fine edges and shall be of Ogee arch shape as per the drawings. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST.

5 SIZE STONE ORNAMENTAL CHAIN PILLAR : Providing and fixing finely Ashlar finished Size Stone Chain Pillars with hard stone of height upto 0.45m , side width upto 0.20 finely faced and shall be fixed on the existing top coping stone layer of thickness 0.10m as per Chief Architect drawing No. 15630/L with Cement mortar 1:6 (1 cement : 6 coarse sand). The stone shall be accurately dressed with uniform fine edges and shall be of pyramid shape top as per the drawings. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST.

6 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding

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

TOTAL RS. 3,627,802.81

Assistant Executive Engineer, Executive Engineer,

Public Works Department Public Works Department

Sub division, Kittur. Belagavi Division, Belagavi.

Name of work : IMPROVEMENTS TO BEEDI-BELAVANAKI SH-56 ROAD FROM CH. 16.561 Km to 17.23 and ALNAVAR BETAGERI SH-140 FROM CH. 25.80 to 26.20 Km in CHANNAMMANA KITTUR CONSTITUENCY IN BELAGAVI DISTRICT (FROM GOMBI GUDI TO BASSAPUR CROSS IN KITTUR TOWN)-DEVELOPEMENT OF ARALIKATTE CIRCLE

MEASUREMENT SHEET

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

1 SIZE STONE MASONRY CURVED MAIN OUTER WALL : Providing and constructing finely Ashlar finished Size Stone masonry with hard stone for Pattern wall of height 1.90m with finely faced upto a height of 1.80m and top coping stone layer of thickness 0.10m proposed in Kittur Rani Chennamma Circle, Kittur Taluk as per Chief Architect drawing No. 15630/L with Cement mortar 1:6 (1 cement : 6 coarse sand). The stone shall be accurately dressed with uniform and fine joints and shall be Chamfered and Corniced to appropriate degrees as per the drawings. The inner face of the wall shall be divided into mini-frames with lateral depth upto 0.10m and aech frame shall be engraved with small Ogee arches with lateral depth upto 0.10m from the finished frame wall surface as shown in approved drawings. The rear outer face of main curved wall shall be roughly dressed with fine joints. The lateral depth of frames and Ogee arches shall not be deducted from the main wall measurements. There shall be provision for Rain water runoff at the top of the masonry with provision for edge chamfer. The masonry shall be constructed with assistance of double scaffolding system (cup lock type) on the exterior and Interior side upto 3m height above ground level including additional rows of scaffolding in stepped manner as per requirement of site made with 40mm dia M.S. tube, placed 1.5 metre c/c, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps for working platform etc. and maintaining it in a serviceable condition till the completion of the work. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST.

Total Qty. 60.71 Cum

2 SIZE STONE MASONRY FRONT CURVED SHORT WALL : Providing and constructing finely Ashlar finished Size Stone masonry with hard stone for Pattern wall of height 0.60m with finely faced upto a height of 0.50m and top coping stone layer of thickness 0.10m as per Chief Architect drawing No. 15630/L with Cement mortar 1:6 (1 cement : 6 coarse sand). The stone shall be accurately dressed with uniform and fine joints and shall be Chamfered and Corniced to appropriate degrees as per the drawings. The face of the wall shall be engraved with small Ogee arches with lateral depth upto 0.10m from the finished wall surface as shown in approved drawings. The lateral depth of engraved ogee arches shall not be deducted from the main measurements. There shall be provision for Rain water runoff at the top of the masonry with provision for edge chamfer. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST.

Around the Tree 1 x 14.00 x 0.30 x 0.60 = 2.52

Total Qty. 15.30 Cum

3 SIZE STONE END ORNAMENTAL PILLARS : Providing and errecting finely Ashlar finished Size Stone Monolithic ornamental end pillar with hard stone of height upto 2.80m, finely dressed shaft with four faces and top pyramid shaped dome stone of as per Chief Architect drawing with Cement mortar 1:6 (1 cement : 6 coarse sand). The monolithic stone shall be accurately dressed uniformly and shall be Chamfered and Corniced to appropriate degrees as per the drawings. The pedestal shall be of square in cross section with cornice layer at bottom and top of the pillar. The four faces of the shaft shall be engraved with required design with lateral depth upto 0.10m from the finished surface as shown in approved drawings. The pillar shall be errected with assistance of double scaffolding system (cup lock type) on the exterior and Interior side upto 3m height above ground level including additional rows of scaffolding in stepped manner as per requirement of site made with 40mm dia M.S. tube, placed 1.5 metre c/c, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps for working platform etc. and maintaining it in a serviceable condition till the completion of the work. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST.

Total Qty. 8 No

4 SIZE STONE MERLONS : Providing and fixing finely Ashlar finished Size Stone Merlons with hard stone of height upto 0.40m , width upto 0.30 and thickness upto 0.25m with finely faced and shall be fixed on the existing top coping stone layer of thickness 0.10m as per Chief Architect drawing No. 15630/L with Cement mortar 1:6 (1 cement : 6 coarse sand). The stone shall be accurately dressed with uniform fine edges and shall be of Ogee arch shape as per the drawings. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST.

Total Qty. 112 No

5 SIZE STONE ORNAMENTAL CHAIN PILLAR : Providing and fixing finely Ashlar finished Size Stone Chain Pillars with hard stone of height upto 0.45m , side width upto 0.20 finely faced and shall be fixed on the existing top coping stone layer of thickness 0.10m as per Chief Architect drawing No. 15630/L with Cement mortar 1:6 (1 cement : 6 coarse sand). The stone shall be accurately dressed with uniform fine edges and shall be of pyramid shape top as per the drawings. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST.

Total Qty. 85 No

6 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding

20mm MS Square Rod 83 x 2 x 0.45 x 2.47 = 184.51 166

Centre Emblem 83 x 1.5 = 124.50 124.5

Total Qty. 1189.35 Kg

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

Total Qty. 11.72 Cum

Assistant Executive Engineer, Executive Engineer, Public Works Department Public Works Department Sub division, Kittur. Belagavi Division, Belagavi. 14

Name of work : IMPROVEMENTS TO BEEDI-BELAVANAKI SH-56 ROAD FROM CH. 16.561 Km to 17.23 and ALNAVAR BETAGERI SH-140 FROM CH. 25.80 to 26.20 Km in CHANNAMMANA KITTUR CONSTITUENCY IN BELAGAVI DISTRICT (FROM GOMBI GUDI TO BASSAPUR CROSS IN KITTUR TOWN)-DEVELOPEMENT OF ARALIKATTE CIRCLE

Sl.No. Description of Items Unit Page No. Item No. Basic Rate Total

1 SIZE STONE MASONRY CURVED MAIN OUTER WALL : Providing and constructing finely Ashlar finished Size Stone masonry with hard stone for Pattern wall of height 1.90m with finely faced upto a height of 1.80m and top coping stone layer of thickness 0.10m proposed in Kittur Rani Chennamma Circle, Kittur Taluk as per Chief Architect drawing No. 15630/L with Cement mortar 1:6 (1 cement : 6 coarse sand). The stone shall be accurately dressed with uniform and fine joints and shall be Chamfered and Corniced to appropriate degrees as per the drawings. The inner face of the wall shall be divided into mini-frames with lateral depth upto 0.10m and aech frame shall be engraved with small Ogee arches with lateral depth upto 0.10m from the finished frame wall surface as shown in approved drawings. The rear outer face of main curved wall shall be roughly dressed with fine joints. The lateral depth of frames and Ogee arches shall not be deducted from the main wall measurements. There shall be provision for Rain water runoff at the top of the masonry with provision for edge chamfer. The masonry shall be constructed with assistance of double scaffolding system (cup lock type) on the exterior and Interior side upto 3m height above ground level including additional rows of scaffolding in stepped manner as per requirement of site made with 40mm dia M.S. tube, placed 1.5 metre c/c, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps for working platform etc. and maintaining it in a serviceable condition till the completion of the work. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST. Cum SE Approved rate vide Letter No-2262 Dated-12.08.2025 1 23000.00 23000.00

2 SIZE STONE MASONRY FRONT CURVED SHORT WALL : Providing and constructing finely Ashlar finished Size Stone masonry with hard stone for Pattern wall of height 0.60m with finely faced upto a height of 0.50m and top coping stone layer of thickness 0.10m as per Chief Architect drawing No. 15630/L with Cement mortar 1:6 (1 cement : 6 coarse sand). The stone shall be accurately dressed with uniform and fine joints and shall be Chamfered and Corniced to appropriate degrees as per the drawings. The face of the wall shall be engraved with small Ogee arches with lateral depth upto 0.10m from the finished wall surface as shown in approved drawings. The lateral depth of engraved ogee arches shall not be deducted from the main measurements. There shall be provision for Rain water runoff at the top of the masonry with provision for edge chamfer. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST. Cum SE Approved rate vide Letter No-2262 Dated-12.08.2025 2 18728.00 18728.00

3 SIZE STONE END ORNAMENTAL PILLARS : Providing and errecting finely Ashlar finished Size Stone Monolithic ornamental end pillar with hard stone of height upto 2.80m, finely dressed shaft with four faces and top pyramid shaped dome stone of as per Chief Architect drawing with Cement mortar 1:6 (1 cement : 6 coarse sand). The monolithic stone shall be accurately dressed uniformly and shall be Chamfered and Corniced to appropriate degrees as per the drawings. The pedestal shall be of square in cross section with cornice layer at bottom and top of the pillar. The four faces of the shaft shall be engraved with required design with lateral depth upto 0.10m from the finished surface as shown in approved drawings. The pillar shall be errected with assistance of double scaffolding system (cup lock type) on the exterior and Interior side upto 3m height above ground level including additional rows of scaffolding in stepped manner as per requirement of site made with 40mm dia M.S. tube, placed 1.5 metre c/c, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps for working platform etc. and maintaining it in a serviceable condition till the completion of the work. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST. No SE Approved rate vide Letter No-2262 Dated-12.08.2025 3 80000.00 80000.00

4 SIZE STONE MERLONS : Providing and fixing finely Ashlar finished Size Stone Merlons with hard stone of height upto 0.40m , width upto 0.30 and thickness upto 0.25m with finely faced and shall be fixed on the existing top coping stone layer of thickness 0.10m as per Chief Architect drawing No. 15630/L with Cement mortar 1:6 (1 cement : 6 coarse sand). The stone shall be accurately dressed with uniform fine edges and shall be of Ogee arch shape as per the drawings. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST. No SE Approved rate vide Letter No-2262 Dated-12.08.2025 4 5330.32 5330.32

5 SIZE STONE ORNAMENTAL CHAIN PILLAR : Providing and fixing finely Ashlar finished Size Stone Chain Pillars with hard stone of height upto 0.45m , side width upto 0.20 finely faced and shall be fixed on the existing top coping stone layer of thickness 0.10m as per Chief Architect drawing No. 15630/L with Cement mortar 1:6 (1 cement : 6 coarse sand). The stone shall be accurately dressed with uniform fine edges and shall be of pyramid shape top as per the drawings. The Masonry shall be applied with Anti fungal wash treatment with 3% Sodium Pentachlorophenate solution to prevent ageing and discoloration. The entire work shall be operated as per the direction of Engineer-in-Charge of work with all materials, lead & lift , HOM & transportation charges excluding GST. No SE Approved rate vide Letter No-2262 Dated-12.08.2025 5 5163.69 5163.69

6 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kg 86 of Vol-2 11.34A 168.00 168.00

7 Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 15 of Vol-1 2.1.3 5918.00 5918.00

Assistant Executive Engineer, Public Works Department Sub division, Kittur. Executive Engineer, Public Works Department 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 * : 2019

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Progress * : 2020

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Progress * : 2021

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Progress * : 2022

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Progress * : 2023

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

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Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

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

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

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

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

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

Names of Works Item of Work Names of Employers 2019-20 Remarks (Indicate contract reference)

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

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

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

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

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

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

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

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

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

Attach letters of Acceptance received.

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

Information of the works for which Tenderer has submitted Tender.

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

List of Machineries Required

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

No. Capacity Number/Capacity Age/ Condition

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

BANKER’S CERTIFICATE

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

Name of the Bank, Senior Bank Manger

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

Information on litigation in which the Tenderer is involved:

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

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

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

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

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

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

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

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

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

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

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

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

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

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

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

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

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

6 Progress * : 2019

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2020

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

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

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

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

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

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

Names of Works Item of Work Names of Employers 2019-20 Remarks (Indicate contract reference)

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

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

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

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

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

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

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

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

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

Attach letters of Acceptance received.

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

Information of the works for which Tenderer has submitted Tender.

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

List of Machineries Required

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

No. Capacity Number/Capacity Age/ Condition

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

BANKER’S CERTIFICATE

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

Name of the Bank, Senior Bank Manger

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

Information on litigation in which the Tenderer is involved:

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