Construction of CC Road and CC Drainage in Scheduled Caste Colonies in Ambewadi and Mannur Village in Belagavi Rural Constituency of Belagavi Taluk

GOVERNMENT OF KARNATAKA

(Public Works Department)

COMMUNICATION & BUILDINGS

EXECUTIVE ENGINEER

PUBLIC WORKS DEPARTMENT DIVISION BELAGAVI.

: PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ :

ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ. 560

ESTIMATE COST : Rs. 100.00 Lakhs

PARAGRAPH 139 (A) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE

Division : Public Works Department Belagavi Division Belagavi.

Sub Division : Public Works Department, Suvarna Souda Sub-Division Belagavi

Departmental Head :

Name of Work : ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

This Estimate is framed in the office of the Assistant Executive Engineer Public Works Department Sub-Division Khanapurof the probable expenditure that will be incurred in Name of work ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

Estimated Cost : 100.00 Lakhs

Administratively Approved under :

Technically Sanctioned under :

Estimate prepared by : Shri Laxman Mudalagi AE Shri̤ Vasant Goudar JE

Estimate checked by : Shri Basavaraj Halagi AEE

Call of authority budgeted works :

Assistant Executive Engineer Public Works Department Suvarna Souda Sub-Dn. Belagavi

ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

: CERTIFICATE :

(P.W.D Code -133)

This is certified that, I Shri Basavaraj Halagi Assistant Executive Engineer,PWD, Sub-Division, Suvarna Soudha Belagavi has personally visited the work spot and prepared the estimate the economic and safe way of executing the work.

Assistant Executive Engineer,

PWD, SSuvarna Souda Sub-Dn̤ Belagavi

: CERTIFICATE :

(P.W.D Code -133)

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 quantities are included while prepa

Assistant Executive Engineer, Executive Engineer, PWD.Dept.Belagavi Dn.Belagavi

PWD, Suvarna Souda Sub-Dn̤ Belagavi

: CERTIFICATE :

(P.W.D Code -133)

It is to certify that, this work has not been included or under taken for improvements under any other schemes for last 5 years.

Assistant Executive Engineer, Assistant Executive Engineer,

PWD, Suvarna Souda Sub-Division, Public Works Department

Belagavi Belagavi Division Belagavi

ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

ಸರ್ಕಾರದ ಆದೇಶದ ಪತ್ರ ಸಂ: ಲೋ.ಇ/1269/ಐ.ಎಫ್.ಎ/2025(ಇ-ಕಛೇರಿ) ಬೆಂಗಳೂರು ದಿನಾಂಕ: 05-03-2026 ರಂತೆ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿಯನ್ನು ಕೈಗೊಳ್ಳಲು ರೂ.100.00 ಲಕ್ಷಗಳ ಅಂದಾಜು ಪಟ್ಟಿಯನ್ನು ತಯಾರಿಸಲಾಗಿದ್ದು ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಪರಿಗಣಿಸಲಾಗಿರುತ್ತದೆ

Scarifying the existing bituminous road surface

Clearing and Grubbing Road Land

Construction of Subgrade and Earthen Shoulders

By Mix in Place Method Construction of Granular Sub-Base

Wet Mix Macadam (Plant mix method):

Providing and constructing un-reinforced plain cement concre te pavement

Precast Cement Concrete interlocking Blocks

Providing and laying in position Cement Concrete for levelling course for all works in foundation

Earth work excavation for Foundation by mechanical means

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement

Providing and laying in position Reinforced cement concrete for all Sub structure

Formwork for Wall and Cover slab

2025-26 £Éà ¸Á°£À ¯ÉPÀÌ ²Ã¶ðPÉ : 4059-80-051-0-60-422 Cr PÁªÀÄUÁjAiÀÄ CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß gÀÆ. 100.00 ®PÀëUÀ½UÉ F CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß PÀ£ÁðlPÀzÀ 2023-24 £Éà ¸Á°£À (2025-26 ¸Á°UÉ ªÀÄÄAzÀĪÀgÉzÀ) gÁdåªÁå¦Û KPÀgÀÆ¥À, gÀ¸ÉÛ & ¸ÉÃvÀÄªÉ C£ÀĸÀÆavÀ zÀgÀ¥ÀnÖ ¥ÀæPÁgÀ, vÀAiÀÄj¹ ªÀÄAdÆgÁwUÁV ¸À°è¹zÉ.

Assistant Executive Engineer

Public Works Department

Suvarna Souda Sub-Dn. Belagavi

ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

Construction CC Road and Drains in Scheduled Caste (SCP) Colonies in the Ambevadi and Mannur Village, Belagavi Rural Constituency of Belagavi Taluk.

RECAPITULATION SHEET

1 CC Road Ambewadi CC Road And CC Drain in Mannur Rs 7991764.47 8023907.65 -32143.18224 7975984.25 15780.22

Charges towards GST @ 18% Rs 1438517.60 1444303.377 470583.07

LS for Miscellaneous & rounding off Rs 3901.00 1378.42 9468211.03 10000000

Lakhs 531788.970

Assistant Executive Engineer Assistant Executive Engineer Public Works Department Suvarna Souda Sub-Dn. Belagavi Executive Engineer, PWD.Dept.Belagavi Dn.Belagavi

ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

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

1 Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thicknes. [I.No.-2.5 (ii) b / Page-9 of PWD SR (Vol. 3) 2023-24] Per 100 Sqm 0.65 484.00 314.60 2465.50

2 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24] m3 75.00 493.00 36975.00

3 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.2.B.(v)) m3 39.10 2359.00 92236.90 689063.90

4 Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. [I.No.-4.17 / Page-26 of PWD SR (Vol. 3) m3 29.33 2559.00 75042.68 623948.18

5 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28) m3 63.90 6639.00 424232.10 2615102.10

Total Amount Rs. 628801.28

Assistant Executive Engineer, Executive Engineer,

Public Works Department Public Works Dept., Dn. Belagavi

Suvarna Souda Sub-Dn. Belagavi

ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

MEASUREMENTS 289.73 to 290.25

SI. No. Item of Work No Measurements Rate Total Amount Total Amount 289.912

1 Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thicknes. [I.No.-2.5 (ii) b / Page-9 of PWD SR (Vol. 3) 2023-24] ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

Main Road to Hanamant Yalagar House

Keshav Kamble House to Shobha Kamble House

Ambedkar Galli, Durgappa Kamble House Side Road

considering 50% void 65.000 1.975

2 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24] 8.5 0.00

Subgrade to Rise the Level

Main Road to Hanamant Yalagar House

Keshav Kamble House to Shobha Kamble House

Ambedkar Galli, Durgappa Kamble House Side Road

3 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.2.B.(v)) 2870.72

Main Road to Hanamant Yalagar House

Keshav Kamble House to Shobha Kamble House

Ambedkar Galli, Durgappa Kamble House Side Road

4 Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. [I.No.-4.17 / Page-26 of PWD SR (Vol. 3)

Main Road to Hanamant Yalagar House

Keshav Kamble House to Shobha Kamble House

Ambedkar Galli, Durgappa Kamble House Side Road

5 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28) 0.1 37.5

Road 1 to Road 2

Road 3 to Road 4

Ambedkar Galli, Road

Assistant Executive Engineer Executive Engineer

Public Works Department Public Works Department

Suvarna Souda Sub-Dn. Belagavi Division Belagavi

ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

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

1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead[I.No.-3.5 / Page-17 of PWD SR (Vol. 3) 2023-24] m2 1320.00 6.00 7920.00

2 Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thicknes. [I.No.-2.5 (ii) b / Page-9 of PWD SR (Vol. 3) 2023-24] Per 100 Sqm 4.44 484.00 2150.90

3 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.2.B.(v)) m3 253.00 2359.00 596827.00

4 Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. [I.No.-4.17 / Page-26 of PWD SR (Vol. 3) m3 214.50 2559.00 548905.50

5 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28) m3 330.00 6639.00 2190870.00 6639 corrigendum

6 Precast Cement Concrete interlocking Blocks: Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) [I.No.-6.8.2/ Page- 51 of PWD SR (Vol. 3) 2023-24] m2 660.00 1161.00 766260.00

7 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] m3 822.80 102.00 83925.60

8 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.(Vol 1 PWD SR page no 11 item no 1.23) m3 39.60 2682.00 106207.20

9 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24] m3 79.20 5918.00 468705.60 5918 Coorigendum

10 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24]. Tonne 14.413 80019.00 1153341.85 69749 Corrigendum 150000

11 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24] m3 205.91 6221.00 1280935.00 6221 Corrigendum

12 Formwork for Wall and Cover slab : Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 111 / Sl No 4) m3 72.07 2177.35 156914.54 Form work 35 %

Total Amount Rs. 7362963.19

Assistant Executive Engineer, Executive Engineer,

Public Works Department Public Works Dept., Dn. Belagavi

Suvarna Souda Sub-Dn. Belagavi

ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

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

Length Provisions

Mannur Village, Janata Colony 1

Mannur Village, Janata Colony 2

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

Mannur Village, Janata Colony 1

Mannur Village, Janata Colony 2

considering 40% void 1320

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

Mannur Village, Janata Colony 1

Mannur Village, Janata Colony 2

considering 60% void 4.400

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

Mannur Village, Janata Colony 1

GSB Layer for Below Paver Adjusent to cc pavement and wmm

Mannur Village, Janata Colony 2

GSB Layer for Below Paver Adjusent to cc pavement and wmm

4 Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. [I.No.-4.17 / Page-26 of PWD SR (Vol. 3)

Mannur Village, Janata Colony 1

WMM Layer for Below Paver Adjusent to cc pavement and wmm

Mannur Village, Janata Colony 2

WMM Layer for Below Paver Adjusent to cc pavement and wmm

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

Mannur Village, Janata Colony 1

Mannur Village, Janata Colony 2

6 Precast Cement Concrete interlocking Blocks: Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) [I.No.-6.8.2/ Page- 51 of PWD SR (Vol. 3) 2023-24]

Mannur Village, Janata Colony 1

Mannur Village, Janata Colony 2

7 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24]

Mannur Village, Janata Colony 1

Mannur Village, Janata Colony 2

8 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.(Vol 1 PWD SR page no 11 item no 1.23)

Mannur Village, Janata Colony 1

Mannur Village, Janata Colony 2

9 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24]

Mannur Village, Janata Colony 1

Mannur Village, Janata Colony 2

10 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24].

Mannur Village, Janata Colony 1

70Kg/cum 89.963 70 Tonne 6.297

Mannur Village, Janata Colony 2

70Kg/cum 115.943 70 Tonne 8.116

11 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24]

Mannur Village, Janata Colony 1

For Side Walls For Side Walls For Side Walls For Side Walls For Side Walls For Side Walls 4 190.00 0.10 0.45 m3 34.20

Cover Slab cover slab 10 3.50 0.85 0.15 m3 4.46

Total m3 89.963 #REF!

Mannur Village, Janata Colony 2

For Side Walls For Side Walls For Side Walls For Side Walls For Side Walls For Side Walls 4 250.00 0.10 0.45 m3 45.00

Cover Slab cover slab 9 3.00 0.85 0.15 m3 3.44 89.96

Total m3 115.943 #REF!

12 Formwork for Wall and Cover slab : Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 111 / Sl No 4)

Mannur Village, Janata Colony 1

Formwork for Side Walls For Side Walls For Side Walls For Side Walls For Side Walls For Side Walls 35% m3 31.487

Mannur Village, Janata Colony 2

Formwork for Side Walls For Side Walls For Side Walls For Side Walls For Side Walls For Side Walls 35% m3 40.580

Assistant Executive Engineer Executive Engineer

Public Works Department Public Works Department

Suvarna Souda Sub-Dn. Belagavi Division Belagavi

Sl. No Item of Work Unit Volume Item No. SR. Page No. Basic Rate Difference in cost in RS. Rate Final Rate

Constant Diff. Cost

1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead[I.No.-3.5 / Page-17 of PWD SR (Vol. 3) 2023-24] m2 III 3.50 17 6.00 6.00 6.00 6.00 6.00 6.00

2 Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thicknes. [I.No.-2.5 (ii) b / Page-9 of PWD SR (Vol. 3) 2023-24] Per 100 Sqm III 2.5 (ii) b 9 484.00 484.00 484.00 484.00 484.00 484.00

3 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24] m3 III 3.6 17 493.00 493.00 493.00

4 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.2.B.(v)) m3 III 4.2.B.(v) 23 2,359.00 2,359.00 2359.00 4.14 i a/ Page- 25

5 Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. [I.No.-4.17 / Page-26 of PWD SR (Vol. 3) m3 III 4.17 26 2,559.00 2,559.00 2559.00 4.14 ii b/ Page- 25

6 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28) m3 III 16.28 149 6,639.00 6,754.00 6,754.00 6,754.00 6,639.00 6639.00

7 Precast Cement Concrete interlocking Blocks: Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) [I.No.-6.8.2/ Page- 51 of PWD SR (Vol. 3) 2023-24] m2 III 6.8.2 51 1,161.00 1,161.00 1,161.00

8 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.(Vol 1 PWD SR page no 11 item no 1.23) m3 I 1.2 11 2,682.00 2,682.00 2,682.00

9 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] m3 I 1.14.1 8 102.00 102.00 102.00 102.00 102.00 102.00

10 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24] m3 I 2.1.3 15 5918.00 5989.00 5989.00 5989.00 5918.00 5918.00

11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24]. Tonne I 2.11 h 18 80019.00 79011.00 79011.00 79011.00 80019.00 80019.00 issue rates-04-04-26

12 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24] m3 I 2.4.2 16 6221.00 6323.00 6323.00 6323.00 6221.00 6221.00

13 Formwork for Wall and Cover slab : Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 111 / Sl No 4) m3 I 4.0 111 2177.35 2213.05 2213.05 2213.05 2177.35 2177.35

Assistant Executive Engineer Public Works Department Suvarna Souda Sub-Dn. Belagavi Executive Engineer Public Works Department Division Belagavi

Vol 3 I.No 16.8 P.No 144 Vol 3 I.No 3.6 P.No 17

ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

0.45m 0.45 m DB 8mm dia 175C/C

MB 10mm dia 150C/C

TYPICAL CROSS SECTION OF SIDE DRAIN

Assistant Executive Engineer, Executive Engineer Public Works Department Division Belagavi

PWD Sub-Division Suvarna Soduha Belagavi

ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

DB(10mm dia 150 mm C/C)

MB(10mm dia 150 mm C/C)

0.45m 0.45 m DB 8mm dia 175C/C

MB 10mm dia 150C/C

TYPICAL CROSS SECTION OF SIDE DRAIN

Assistant Executive Engineer, Executive Engineer Public Works Department Division Belagavi

PWD Sub-Division khanapur

ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

PLAN OF PROPOSED CEMENT CONCRETE ROAD

Assistant Executive Engineer, Executive Engineer Public Works Department Division Belagavi

PWD Sub Division Khanapur

ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಅಂಬೇವಾಡಿ ಗ್ರಾಮ ಹಾಗೂ ಮಣ್ಣೂರ ಗ್ರಾಮಗಳಲ್ಲಿ ಪರಿಶಿಷ್ಟ ಜಾತಿಯ ಕಾಲೋನಿಗಳಲ್ಲಿ ಸಿ.ಸಿ. ರಸ್ತೆ ಹಾಗೂ ಸಿ.ಸಿ. ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವ ಕಾಮಗಾರಿ.

PROPOSED CROSS SECTION OF CEMENT CONCRETE ROAD

Assistant Executive Engineer, Executive Engineer Public Works Department Division Belagavi

PWD Sub Division Khanapur

FULL DETAILS BAR CHART-(MDR Road RIS ID:-KNP206)

Name of the Road :) Road Connecting from Sh-138 to Itagi Via Hiremunavalli from Km 0.00 to 8.00 in Khanapur Taluka

Road Category: Major District Road Sub Division : Khanapur Division : Belagavi Circle : Belagavi

CD CD Hiremunavalli Village CD CD Chikkamunavalli Village CD CD CD CD Itagi Village CD

Road Details (CD Details)

Last five year improved road details

Carriage Way 3.75 m

Proposed year details

Annual Maintenance for 2024-25 NFL Annual Maintenance for 2024-25

Chainage 0.00 L=1Km 1.00 L=1Km 2.00 L=6Km 8.00

Structure Chainage

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

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

Works Under Annual Maintenance for 2024-25 (More than 5 year) Single Lane 8.00 Km (0.00 to 8.00Km) 8.00 APPENDIX-E 0.00 0.00 0.00 3054 0.00 1.00 Maint 1.00 Hiremunavalli 1.40 2.80 1.40

Proposed Works under 2024-25 Intermediate lane 0.00 Km 0.00 0.00 0.00 0.00 1.00 2.00 Maint 1.00 Chikkmunavalli 4.60 4.80 0.20

Work Under progress Two lane 0.00 Km 0.00 0.00 0.00 0.00 2.00 8.0 Maint 6.00 Gundenatti 7.40 8.00 0.60

Works Eligible for Renewal Two lane + PS 0.00 Km 0.00 Total Length (in Km) 0.00 Total Length (in Km) 8.00 Total Length (in Km) 2.20

Major Bridges Four lane 0.00 Km 0.00 4). On going works 1). Completed Works and under DLP

Minor Bridges Major Bridges 0 Nos ( Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Other Department Works

Village/ City Name Railway Crossing 0 Nos 0.00 0.00 0.00 0.00 0.00 0.00 0.00 KRDCL 0.00

Railway Crossing Overlap Length 0.00 Km 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 KSHIP 0.00

Annual Maintenance 2024-25 (Less than 5 year) Total Length (in Km) 8.00 Total Length (in Km) 0.00 0.00 0.00 0.00 0.00 SHDP 0.00

Total Length (in Km) 8.00 5). Eligible for Renewal Total Length (in Km) 0.00 Total Length (in Km) 0.00

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

APPENDIX-E Renewal 0.00 5.00 Ren 5.00 No. Details Length

1 1). Completed Works and under DLP 0.00 2024-25 Maintenance Abstract

2 2).Maintenance for 2024-25 8.00 Description Length in Km

3 3).Proposed works under Annual Works 2024-25 0.00 Last 5 Years Developed Length 0.00

4 4). On going works 0.00 More than 5 years Developed length 8.00

Assistant Executive Engineer Public Works Department Sub Division Khanapur Executive Engineer, P.W. D, Division, Belagavi 5 5). Eligible for Renewal 5.00 Total Maintenance length 8.00

6 6) Non feasible length 1.00 Total Length of the Road 8.00

Total Length (in Km) 8.00

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