Construction of CC roads and drainage systems in Ambedkar Nagar SC Colony and other SC colonies in Saundatti town Limits and SC colony of Hirekumbi village of Saundatti Yellamma constituency, Belagavi district,

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜನೀಯರವರ ಕಛೇರಿ,

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪವಿಭಾಗ, ಸವದತ್ತಿ

ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ 4059-80-051-0-60 ಮುಖ್ಯಮಂತ್ರಿಯವರ ಮೂಲಸೌಕರ್ಯ ಅಭಿವೃದ್ಧಿ ಕಾರ್ಯಕ್ರಮ 422-ಪರಿಶಿಷ್ಟ ಜಾತಿ ಉಪಯೋಜನೆ

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಂಬೇಡ್ಕರ್ ನಗರದ ಎಸ್.ಸಿ ಕಾಲೋನಿ ಹಾಗೂ ಇನ್ನೀತರೆ ಎಸ್.ಸಿ ಕಾಲೋನಿಗಳಲ್ಲಿ ಮತ್ತು ಹಿರೇಕುಂಬಿ ಗ್ರಾಮದ ಎಸ್.ಸಿ ಕಾಲೋನಿಯಲ್ಲಿ ಸಿ.ಸಿ ರಸ್ತೆ ಹಾಗೂ ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.

ಅಂದಾಜು ಮೊತ್ತ ರೂ. 100.00 ಲಕ್ಷ

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

Division : PWD Division, Belagavi

Sub-Division : PWD Sub-Division Savadatti

Fund Head : ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ 4059-80-051-0-60 ಮುಖ್ಯಮಂತ್ರಿಯವರ ಮೂಲಸೌಕರ್ಯ ಅಭಿವೃದ್ಧಿ ಕಾರ್ಯಕ್ರಮ 422-ಪರಿಶಿಷ್ಟ ಜಾತಿ ಉಪಯೋಜನೆ

Departmental Head :

Estimate framed in the Office of the Assistant Executive Engineer, PWD Sub-Division Saundatti and probable expenses that will be incurred for the work Construction of roads and drains in Savadatti town limits of Savadatti Yallamma constituency in Belgaum district

Estimated Cost : Rs. 100.00 Lakhs.

Administrively sanctioned Under : No. Date :

Technically Sanctioned under : No. ______ Date : _________

Estimate prepared by & : Shri. Praveen Patil J.E

Checked by : Shri. Vijay SangappagolA.E.E

(Call or Authority)

GENERAL DESCRIPTION

------------Seperate Sheet Enclosed-----------

Assistant Executive Engineer

PWD Sub-Division Saundatti

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಂಬೇಡ್ಕರ್ ನಗರದ ಎಸ್.ಸಿ ಕಾಲೋನಿ ಹಾಗೂ ಇನ್ನೀತರೆ ಎಸ್.ಸಿ ಕಾಲೋನಿಗಳಲ್ಲಿ ಮತ್ತು ಹಿರೇಕುಂಬಿ ಗ್ರಾಮದ ಎಸ್.ಸಿ ಕಾಲೋನಿಯಲ್ಲಿ ಸಿ.ಸಿ ರಸ್ತೆ ಹಾಗೂ ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಸವದತ್ತಿ ಪಟ್ಟಣದಲ್ಲಿರುವ ರಸ್ತೆ ಮತ್ತು ಚರಂಡಿಗಳ ನಿರ್ಮಾಣ ಕಾಮಗಾರಿಯನ್ನು ಲೆಕ್ಕಶೀರ್ಷಿಕೆ 4059-80-051-0-06 CMIDF ಜಿಲ್ಲಾ ರಸ್ತೆಗಳು ಸುಧಾರಣೆ ಇದರಡಿ ಕೈಗೆತ್ತಿಕೊಳ್ಳಲು ರೂ.100.00ಲಕ್ಷದ ಕಾಮಗಾರಿಗೆ ಅನುಮೋದನೆ ನೀಡಿದ್ದು. ಸದರಿ ರಸ್ತೆ ಸುಧಾರಣೆಗಾಗಿ ಸನ್ಮಾನ್ಯ ಶ್ರೀ. ವಿಶ್ವಾಸ ವ. ವೈದ್ಯ ಮಾನ್ಯ ಶಾಸಕರು ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ರವರು ಶಿಫಾರಸ್ಸು ಮಾಡಿರುತ್ತಾರೆ. ಮಾನ್ಯ ಶಾಸಕರು ಸದರಿ ಕಾಮಗಾರಿಗಳಿಗೆ ಸಂಬಂಧಪಟ್ಟಂತೆ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಪರಿಮತಿಯಲ್ಲಿಯ ಹಾಗು ಹಿರೆಕುಂಬಿ ಗ್ರಾಮದ ಎಸ್.‌ ಕಾಲೋನಿಗಳ ರಸ್ತೆಗಳನ್ನು ಸುಧಾರಣೆ ಮಾಡುವಂತೆ ಸಲಹೆಗಳನ್ನು ನೀಡಿದರು.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ತಾಲೂಕಿನ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಪರಿಮಿತಿಯಲ್ಲಿರುವ ಅಂಬೇಡ್ಕರ್‌ ನಗರದ ಕೆಲವು ಕಾಲೋನಿಗಳ ರಸ್ತೆಗಳಲ್ಲಿ ಸರಿಯಾದ ಡೈನೇಜ ವೇವಸ್ಥೆ ಇರುವದಿಲ್ಲ ಹಾಗು ಕೆಲವು ರಸ್ತೆಗಳು ಹಾಳಾಗಿದ್ದು ಹಾಗೂ ಸದರಿ ರಸ್ತೆಗಳು ಅಗಲ ಕಡಿಮೆ ಇದ್ದು ರಸ್ತೆಯ ಎರಡು ಬದಿಗೆ ಇರುವ ಚರಂಡಿ ಮೆಲೆ ಸ್ಲ್ಯಾಬ್‌ ಹಾಕಿ ರಸ್ತೆಯ ಅಗಲ ಹೆಚ್ಚಿಸುವದು ಪರಿಮಿತಿಯಲ್ಲಿರುವ ರಸ್ತೆಗಳನ್ನು ಮತ್ತು ಚರಂಡಿಗಳನ್ನು ಅಭಿವೃದ್ಧಿಪಡಿಸುವುದು ಅತಿ ಅವಶ್ಯಕವಾಗಿರುತ್ತದೆ ಹಾಗೂ ಹಿರೇಕುಂಬಿ ಗ್ರಾಮದ ಎಸ್.ಸಿ ಕಾಲೋನಿಯಲ್ಲಿ ರಸ್ತೆಯು ಹಾಳಾಗಿದ್ದು ಮತ್ತು ಚರಂಡಿಗಳ ಅಭಿವೃದ್ಧಿ ಮಾಡುವದು ಅತಿ ಅವಶ್ಯಕವಾಗಿದೆ. ಆದರಿಂದ ಸದರಿ ಕಾಮಗಾರಿಯ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಈ ಕೆಳಕಂಡ ಅವಶ್ಯಕ ಐಟಂಗಳನ್ನು ಅಳವಡಿಸಿ ಸನ್ 2023-24ನೇ ಸಾಲಿನ (ಸನ್ 2025-26ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಏಕರೂಪ ದರಪಟ್ಟಿ ಪ್ರಕಾರ ತಯಾರಿಸಲಾಗಿದೆ.

Improvement of Road and CC Drain

1 Dismantling of Structures Dismantling of existing structures

2 Scarifying Existing Granular Surface to a Depth

3 Earth work excavation for Foundation by mechanical means

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

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

6 Providing and laying in position Cement Concrete for all Sub structures of building,

7 Formwork for CC drain @ 35%

8 Construction of Granular Sub-Base

9 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

10 Providing and constructing un-reinforced plain cement concrete pavement,

11 Filling available excavated earth (excluding rock) in trenches,

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Dismantling of Structures Dismantling of existing structures

Scarifying Existing Granular Surface to a Depth

Earth work excavation for Foundation by mechanical means

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

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

Providing and laying in position Cement Concrete for all Sub structures of building,

Formwork for CC drain @ 35% (PN-111, I.N:4, Vol-1)

Construction of Granular Sub-Base

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

Providing and constructing un-reinforced plain cement concrete pavement,

Filling available excavated earth (excluding rock) in trenches,

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಂಬೇಡ್ಕರ್ ನಗರದ ಎಸ್.ಸಿ ಕಾಲೋನಿ ಹಾಗೂ ಇನ್ನೀತರೆ ಎಸ್.ಸಿ ಕಾಲೋನಿಗಳಲ್ಲಿ ಮತ್ತು ಹಿರೇಕುಂಬಿ ಗ್ರಾಮದ ಎಸ್.ಸಿ ಕಾಲೋನಿಯಲ್ಲಿ ಸಿ.ಸಿ ರಸ್ತೆ ಹಾಗೂ ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.

P.W.D. CODE PARA-133

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

Assistant Executive Engineer,

PWDSub-Division Saundatti.

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

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,

PWD Sub-Division Saundatti.

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.The estimate is prepared as per Public works Department Building Circle Bangalore’s Common Schedule of Rates 2023-2024 (Continued to 2024-25) And 5% Area Weightage is considered for Major Irrigation command area/Sugar Factory Area.

Assistant Executive Engineer,

PWD Sub-Division Saundatti.

ಕೆಲಸದ ಹೆಸರು :- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಂಬೇಡ್ಕರ್ ನಗರದ ಎಸ್.ಸಿ ಕಾಲೋನಿ ಹಾಗೂ ಇನ್ನೀತರೆ ಎಸ್.ಸಿ ಕಾಲೋನಿಗಳಲ್ಲಿ ಮತ್ತು ಹಿರೇಕುಂಬಿ ಗ್ರಾಮದ ಎಸ್.ಸಿ ಕಾಲೋನಿಯಲ್ಲಿ ಸಿ.ಸಿ ರಸ್ತೆ ಹಾಗೂ ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.

Sl.No Details Estimated Amount in Rs.

1 Construction of CC Road And CC drain 7,302,653.00 7111448.26 -191,204.74

2 For Construction of CD Work - 1200mm dia 751,004.94 750606.37 -398.57

iv For Water supply and Electric pole shifting and Lumpsum/Misc others 1,517.82 238,914.31 237,396.50

Assistant Executive Engineer, Executive Engineer, 15000000

P.W.D Sub-Division Savadatti P.W. D Division.Belagavi

ಕೆಲಸದ ಹೆಸರು :- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಂಬೇಡ್ಕರ್ ನಗರದ ಎಸ್.ಸಿ ಕಾಲೋನಿ ಹಾಗೂ ಇನ್ನೀತರೆ ಎಸ್.ಸಿ ಕಾಲೋನಿಗಳಲ್ಲಿ ಮತ್ತು ಹಿರೇಕುಂಬಿ ಗ್ರಾಮದ ಎಸ್.ಸಿ ಕಾಲೋನಿಯಲ್ಲಿ ಸಿ.ಸಿ ರಸ್ತೆ ಹಾಗೂ ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.

Sl No Item of work Measurments Unit Qty Rate Amount

1 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, Lime /Cement Concrete, (ii) By Mechanical Means , (ii) By Mechanical Means a Cement Concrete Grade M-15 & M-20

01) From Manohar doddamani home to Fakirappa Janbhudeep home

02) From Dharwad bypass Basavaraj betageri house to shrikanth avadhuth home

03) From Ravi doddamani home to Santosh kale home

04) From Suresh Janbhudeep home to Ravi Janbhudeep home

Existing CC Drain km 0.04 to 0.06

07) From Laxman vibhuti home to Renavva vibhuti home (Ayappa nagar /alemari oni)

30 x 2side = 60m

08) Renavva vibhuti home Mudaka vibhuti (Ayappa nagar /alemari oni)

30 x 2side = 60m

09) Prabhu koravar home to shivaji home (Ayappa nagar /alemari oni)

2 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator

06) From Sringarkoppa road to SC Colony (Hanumanth Madar home to Fakirappa home)

10) Suresh Belavadi home to Tukaram Bhajantri

3 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 In all kinds of soils Depth upto 3 m (I.N:1.14.1/PN-8,Vol-1) 0.75 0.45 0.45 0.45 0.5 0.50 0.4

01) From Manohar doddamani home to Fakirappa Janbhudeep home 0.1 0.85 0.1 0.80

02) From Dharwad bypass Basavaraj betageri house to Ravi Doddamani home

03) From Ravi doddamani home to Santosh kale home

04) From Suresh Janbhudeep home to Ravi Janbhudeep home

05) From Govindamma Ballari Home to Mahila samuday Souchalaya

06) From Sringarkoppa road to SC Colony (Hanumanth Madar home to Fakirappa home)

for cc drain km 0 to 0.1 0 0.1

20 x 2side = 40m gsb 0.1

For Road km 0 to 0.1 0 0.1 wmm 0.1

07) From Laxman vibhuti home to Renavva vibhuti home (Ayappa nagar /allemari oni) 1.275

30 x 2side = 60m

08) Renavva vibhuti home Mudaka vibhuti (Ayappa nagar /alemari oni)

30 x 2side = 60m

35 x 2side = 70m

09) Prabhu koravar home to shivaji home (Ayappa nagar /alemari oni)

10) Irappa Hanumanth Talavar home to Ningappa karikatti home

4 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (I.N:2.1.3/PN-15,Vol-1) 0.75 0.45 0.45 0.45 0.4 0.60 0.4

RCC Drain 0.1 0.65 0.1 0.6

01) From Manohar doddamani home to Fakirappa Janbhudeep home 0.1 0.85 0.1 0.80

02) From Dharwad bypass Basavaraj betageri house to Ravi Doddamani home

03) From Ravi doddamani home to Santosh kale home

04) From Suresh Janbhudeep home to Ravi Janbhudeep home

06) From Sringarkoppa road to SC Colony (Hanumanth Madar home to Fakirappa home)

for cc drain km 0 to 0.1 0 0.1

20 x 2side = 40m

07) From Laxman vibhuti home to Renavva vibhuti home (Ayappa nagar /allemari oni)

30 x 2side = 60m

08) Renavva vibhuti home Mudaka vibhuti (Ayappa nagar /alemari oni)

30 x 2side = 60m

35 x 2side = 70m

09) Prabhu koravar home to shivaji home (Ayappa nagar /alemari oni)

10) Irappa Hanumanth Talavar home to Ningappa karikatti home

5 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. All other types of structures (I.N:2.11,h/ PN-18,Vol-1) 0.75 0.45 0.45 0.45 0.4 0.60 0.4

For CC Drain 0.1 0.65 0.1 0.6

For Raft & wall 0.1 0.85 0.1 0.80

Distribution 8mm dia at 200mm c/c 1 8.00 785.00 0.390 2449.20 0.85 0.8

Main Bar 10mm dia at 150mm c/c 1 5234.00 0.55 0.620 1784.79

Distribution 8mm dia at 200mm c/c 1 3.00 785.00 0.390 918.45

6 Providing and laying in Position 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 necessary, includingall 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(I.N:2.4.2/PN-16,Vol-1) 0.75 0.45 0.45 0.45 0.4 0.60 0.4

For CC Drain 0.1 0.85 0.1 0.80

02) From Dharwad bypass Basavaraj betageri house to Ravi Doddamani home

From km 0.04 to 0.066

For both side of CC drain cc road correction 1 785.00 0.15 0.100 11.78

6.1 Formwork for CC drain @ 35% (PN-111, I.N:4, Vol-1)

7 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 (v)) 535

05) From Govindamma Ballari Home to Mahila samuday Souchalaya

06) From Sringarkoppa road to SC Colony (Hanumanth Madar home to Fakirappa home)

For Road km 0 to 0.1 0 0.1

11) Irappa Hanumanth Talavar home to Ningappa karikatti home

8 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17) 535

05) From Govindamma Ballari Home to Mahila samuday Souchalaya

06) From Sringarkoppa road to SC Colony (Hanumanth Madar home to Fakirappa home)

For Road km 0 to 0.1 0 0.1

11) Irappa Hanumanth Talavar home to Ningappa karikatti home

9 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, 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 drawing), 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 drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. . a (Vol-3, Pg.No.149, It.No.16.80) 535

01) From Manohar doddamani home to Fakirappa Janbhudeep home

km 0.056 to 0.06 0 4.00 0.55 0.150 0.00 0.056 0.06 1.2 0.65 02) From Dharwad bypass Basavaraj betageri house to Ravi Doddamani home

02) From Dharwad bypass Basavaraj betageri house to Ravi Doddamani home

03) From Ravi doddamani home to Santosh kale home

04) From Suresh Janbhudeep home to Ravi Janbhudeep home

05) From Govindamma Ballari Home to Mahila samuday Souchalaya

06) From Sringarkoppa road to SC Colony (Hanumanth Madar home to Fakirappa home)

For Road km 0 to 0.1 0 0.1

07) From Laxman vibhuti home to Renavva vibhuti home (Ayappa nagar /allemari oni)

For making steps 1 50 2.50 0.15 0.300 5.63

08) Renavva vibhuti home to Mudaka vibhuti (Ayappa nagar /allemari oni)

09) Prabhu koravar home to shivaji home (Ayappa nagar /alemari oni)

10) Irappa Hanumanth Talavar home to Ningappa karikatti home

11) Nagarjun Vibhuti home to Chandru konnur

For approch road

10 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Sides backfill for new drain

11 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (I.N:12.20/PN-117,Vol-3)

For drain walls

2m c/c (Both sides ) 2 393.00 0.10 78.60

20 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: 10.1.1 PVC pipes 25mm dia, 10 kg/sqcm & class 5

For House hold connection (if its damaged) 60 10.00 600.00

21 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete 10.1.6 PVC pipes 90mm dia., 6 kg/sqcm & class 3

For For Household sanitary connection (if its damaged) 15 10.00 150.00

Assistant Executive Engineer Executive Engineer, #REF!

PWD Sub Div savadatti P.W. D Division.Belagavi

ಕೆಲಸದ ಹೆಸರು :- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಂಬೇಡ್ಕರ್ ನಗರದ ಎಸ್.ಸಿ ಕಾಲೋನಿ ಹಾಗೂ ಇನ್ನೀತರೆ ಎಸ್.ಸಿ ಕಾಲೋನಿಗಳಲ್ಲಿ ಮತ್ತು ಹಿರೇಕುಂಬಿ ಗ್ರಾಮದ ಎಸ್.ಸಿ ಕಾಲೋನಿಯಲ್ಲಿ ಸಿ.ಸಿ ರಸ್ತೆ ಹಾಗೂ ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.

Sl No Item of work Measurments Unit Qty Rate Amount

1 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, Lime /Cement Concrete, (ii) By Mechanical Means , A) Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means

13) From SH-201 Road to High school Road (Shivaji Nichal home to Fakirappa Chalavadi Home)

2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, 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 In all kinds of soils Depth upto 3 m (I.N:1.14.1/PN-8,Vol-1) 1.50 1.20 1.20 1.2

12) From Lift irrigation canal to High school (Sumitra chalavadi home) 0.1 1.4

For RCC Drain 0.1 1.60

13) From SH-201 Road to High school Road (Shivaji Nichal home to Fakirappa Chalavadi Home)

3 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (I.N:2.1.3/PN-15,Vol-1) 1.50 1.20 1.20 1.2

For RCC Drain 0.1 1.4

12) From Lift irrigation canal to High school (Sumitra chalavadi home) 0.1 1.60

4 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. All other types of structures (I.N:2.11,h/ PN-18,Vol-1) 1.50 1.20 1.20 1.2

For CC Drain 12) From Lift irrigation canal to High school 0.1 1.2

For Raft & wall 0.1 1.40

Distribution 8mm dia at 200mm c/c 1 19.00 130.00 0.390 963.30 1.6

Main Bar 10mm dia at 150mm c/c 1 113.00 1.10 0.620 77.07

Distribution 8mm dia at 200mm c/c 1 6.00 16.90 0.390 39.55

5 Providing and laying in Position 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 necessary, includingall 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(I.N:2.4.2/PN-16,Vol-1) 1.50 1.20 1.20 1.2

For CC Drain 12) From Lift irrigation canal to High school 0.1 1.40

5.1 Formwork for CC drain @ 35% (PN-111, I.N:4, Vol-1)

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

13) From SH-201 Road to High school Road (Shivaji Nichal home to Fakirappa Chalavadi Home)

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

13) From SH-201 Road to High school Road (Shivaji Nichal home to Fakirappa Chalavadi Home)

8 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, 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 drawing), 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 drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. . a (Vol-3, Pg.No.149, It.No.16.80)

13) From SH-201 Road to High school Road (Shivaji Nichal home to Fakirappa Chalavadi Home)

9 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Sides backfill for new drain

10 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (I.N:12.20/PN-117,Vol-3)

For drain walls 13) From SH-201 Road to High school Road

2m c/c (Both sides ) 1 2 8.45 0.15 2.54

Total Rs 1,995,206.00

Assistant Executive Engineer Executive Engineer,

PWD Sub Div savadatti P.W. D Division.Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಂಬೇಡ್ಕರ್ ನಗರದ ಎಸ್.ಸಿ ಕಾಲೋನಿ ಹಾಗೂ ಇನ್ನೀತರೆ ಎಸ್.ಸಿ ಕಾಲೋನಿಗಳಲ್ಲಿ ಮತ್ತು ಹಿರೇಕುಂಬಿ ಗ್ರಾಮದ ಎಸ್.ಸಿ ಕಾಲೋನಿಯಲ್ಲಿ ಸಿ.ಸಿ ರಸ್ತೆ ಹಾಗೂ ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.

For Construction of CD Work - 1200mm dia

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

1 2.17 (ix) Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works .C Above 900 mm m 15.0000 1374.00 20,610.00

2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, 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 In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1) m3 137.4270 102.00 14,017.55

3 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol-1, P.No. 7 / I.No. 1.8) m3 26.4627 474.00 12,543.32

4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m m3 53.3951 266.00 14,203.09

5 Providing and laying in position 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 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 (Vol-1, P.No. 15 / I.No. 2.1.3) m3 7.6380 5918.00 45,201.68

6 Providing and laying in position 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 necessary, 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. 16 / I.No. 2.4.2) m3 39.4569 6221.00 245,461.19

7 Form work for Headwall- Providing and laying in position 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 necessary, 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 / I.No. 8) m3 39.4569 497.68 19,636.90

8 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets m 20.0000 16992.00 339,840.00

9 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 h. All other type of structures (Vol-1, P.No. 18 / I.No. 2.11 h) T 0.5662 69749.00 39,491.20

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಂಬೇಡ್ಕರ್ ನಗರದ ಎಸ್.ಸಿ ಕಾಲೋನಿ ಹಾಗೂ ಇನ್ನೀತರೆ ಎಸ್.ಸಿ ಕಾಲೋನಿಗಳಲ್ಲಿ ಮತ್ತು ಹಿರೇಕುಂಬಿ ಗ್ರಾಮದ ಎಸ್.ಸಿ ಕಾಲೋನಿಯಲ್ಲಿ ಸಿ.ಸಿ ರಸ್ತೆ ಹಾಗೂ ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.

For Construction of CD Work - 1200mm dia

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

1 2.17 (ix) Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works .C Above 900 mm 102.00

Total :- 15.000 m

2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, 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 In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1) 102.00

Total :- 137.427 m3

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

Total :- 26.4627 m3

4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m

Deduct pipe portion 2 x 0.7855 x 1 x 8.41 = -13.2121

5 Providing and laying in position 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 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 (Vol-1, P.No. 15 / I.No. 2.1.3) 5989.00

Total :- 7.6380 m3

6 Providing and laying in position 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 necessary, 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. 16 / I.No. 2.4.2) 6323.00

Deduct for Pipe 2 x 1 x II/4 x 1.00 x (0.65+0.91)/2 = -1.2254

Total :- 39.4569 m3

7 Form work for Headwall- Providing and laying in position 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 necessary, 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 / I.No. 8) 505.84 #REF!

Quantity same as It.No-4 Total :- 39.4569 m3

8 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets, for 1200mm dia

Total :- 20.00 M

9 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 h. All other type of structures (Vol-1, P.No. 18 / I.No. 2.11 h) 79011.00

Total :- 0.5662 MT

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು :- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಂಬೇಡ್ಕರ್ ನಗರದ ಎಸ್.ಸಿ ಕಾಲೋನಿ ಹಾಗೂ ಇನ್ನೀತರೆ ಎಸ್.ಸಿ ಕಾಲೋನಿಗಳಲ್ಲಿ ಮತ್ತು ಹಿರೇಕುಂಬಿ ಗ್ರಾಮದ ಎಸ್.ಸಿ ಕಾಲೋನಿಯಲ್ಲಿ ಸಿ.ಸಿ ರಸ್ತೆ ಹಾಗೂ ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.

RATE ANALYSIS 2023-24

Sl.No Item of Work Unit PWD CSR 2023-24 Area Wt. Net Rate Including Form work CC items

Vol No Page No. It. No. Basic Rate

1 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, Lime /Cement Concrete, (ii) By Mechanical Means , (ii) By Mechanical Means a Cement Concrete Grade M-15 & M-20 m3 3 10 2.8.ii.a 719.00 719.00

2 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator M2 3 17 3.4 ii 5.00 5.00

3 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 In all kinds of soils Depth upto 3 m (I.N:1.14.1/PN-8,Vol-1) m3 1 8 1.14.1 102.00 102.00

4 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (I.N:2.1.3/PN-15,Vol-1) m3 1 15 2.1.3 5,918.00 5,918.00 6039.6 121.60

5 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. All other types of structures (I.N:2.11,h/ PN-18,Vol-1) T 1 18 2.11 h 69,749.00 69,749.00 477.44

6 Providing and laying in position 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 necessary, includingall 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(I.N:2.4.2/PN-16,Vol-1) m3 1 16 2.4.2 6,221.00 6,221.00

6.1 Formwork for CC drain @ 35% (PN-111, I.N:4, Vol-1) - 1 111 4 2,177.35 2,177.35

7 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 (v)) m3 3 23 4.2 (v) 2,359.00 2,359.00 1.875

8 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17) m3 3 26 4.17 2,559.00 2,559.00

9 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, 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 drawing), 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 drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. . a (Vol-3, Pg.No.149, It.No.16.80) m3 3 149 16.28 6,639.00 6,639.00

10 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m3 1 7 1.9 266.00 266.00

11 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (I.N:12.20/PN-117,Vol-3) No./ m 3 117 12.2 239.00 239.00

12 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, Lime /Cement Concrete, (ii) By Mechanical Means , a) Cement Concrete Grade M-15 & M-20 m3 3 10 2.8 (ii) a 719.00 719.00

14 5.32 Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503. [I.No.-5.32 / Page- 31 of PWD SR (Vol. 3) 2023-24] m2 3 43 5.32 12.00 12.00 m2 3 31 5.3 (i) 12 12

15 Bituminous macadam Grading - ii for traffic <20 mSa Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Vol-3, P.No.33 / I.No. 5.8 (ii) C) m3 3 33 5.8 (ii) c 8,208.00 8,208.00

16 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (Vol-3, P.No. 43 / I.No. 5.31(1)) m3 3 43 5.31 10,996.00 10,996.00

17 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 m2 3 51 6.8.2 1,161.00 1,161.00

18 Construction of Subgrade and Earthen ShouldersConstruction 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(P No-17 / 3.6,Vol 3) m3 3 17 3.6 493.00 493.00

19 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, 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 drawing), 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 drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. . a (Vol-3, Pg.No.149, It.No.16.80) m3 3 149 16.28 6,639.00 6,639.00

20 9.23 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. m2 2 63 9.23 2,466.00 2,466.00

21 11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin-Charge. kg 2 84 11.26.1 138.00 138.00 #REF! #REF!

22 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m3 1 7 1.9 266.00 266.00

23 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: 10.1.1 PVC pipes 25mm dia, 10 kg/sqcm & class 5 M 5 113 10.1.1 48.00 48.00

24 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete 10.1.6 PVC pipes 90mm dia., 6 kg/sqcm & class 3 M 5 113 10.1.6 294.00 294.00

Construction of 1 Nos CD Work - 1200mm dia

1 2.17 (ix) Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works .C Above 900 mm m 3 11 2.17 ix c 1,374.00 1,374.00

2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, 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 In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1) M3 1 8 1.14.1 102.00 102.00 0 Nos 3 67 8.18 748 0 748

3 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol-1, P.No. 7 / I.No. 1.8) M3 1 7 1.8 474.00 474.00

4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m m3 1 7 1.9 266.00 266.00

5 Providing and laying in position 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 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 (Vol-1, P.No. 15 / I.No. 2.1.3) M3 1 15 2.1.3 5,918.00 5,918.00

6 Providing and laying in position 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 necessary, 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. 16 / I.No. 2.4.2) M3 1 16 2.4.2 6,221.00 6,221.00

7 Form work for Headwall- Providing and laying in position 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 necessary, 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 / I.No. 8) M3 1 111 - 497.68 497.68

8 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. a. 1200 mm dia m M 3 146 16.16.a 16,992.00 16,992.00

9 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 h. All other type of structures (Vol-1, P.No. 18 / I.No. 2.11 h) T 1 18 2.11 h 69,749.00 69,749.00

Assistant Executive Engineer,

P.W.D Sub-Division savadatti

ಕೆಲಸದ ಹೆಸರು :- ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಂಬೇಡ್ಕರ್ ನಗರದ ಎಸ್.ಸಿ ಕಾಲೋನಿ ಹಾಗೂ ಇನ್ನೀತರೆ ಎಸ್.ಸಿ ಕಾಲೋನಿಗಳಲ್ಲಿ ಮತ್ತು ಹಿರೇಕುಂಬಿ ಗ್ರಾಮದ ಎಸ್.ಸಿ ಕಾಲೋನಿಯಲ್ಲಿ ಸಿ.ಸಿ ರಸ್ತೆ ಹಾಗೂ ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.

Construction of CC Drain in city limits

Sl No Item of work Unit Qty Rate Amount Rate Wtage Total rate Amount Rate Amount

Assistant Executive Engineer Executive Engineer

PWD Sub Div savadatti PWD Div belagavi

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀiÁä ªÀÄvÀPÉëÃvÀæzÀ ¹AzsÀ£ÀægÀ-ºÉªÀÄäqÀUÁ (gÁ.ºÉ-30) Q.«Äà 198.30 jAzÀ 200.30 gÀªÀgÉUÉ (¸ÀªÀzÀwÛ ¥ÀlÖt ¥Àj«Äw) ¹.¹. ZÀgÀAr ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ.

RATE ANALYSIS 2023-24

Sl.No Item of Work Unit CSR. P/I. No. Basic Rate Including Form work CC items Add Diffn. In cost of Asphalt /Steel /Cement Total Area Wt. 3% Net Rate Including Form work CC items

Const. Diffn. Amount

1 Cutting of Trees, excluding removal of stumps and roots of trees, iv)Girth above 1800 mm each P.NO-9 2.10, a, iv vol-3 3,543.00 0.00 0.00 0.00 3543.00 3,543.00

2 Removal of stumps and roots including backfilling with suitable material to required compaction, iv)Girth above 1800 mm each P.NO-9 2.2, b, iv vol-4 723.00 0.00 0.00 0.00 723.00 723.00

Assistant Executive Engineer, P.W.D Sub-Division Savadatti Executive Engineer, P.W.D. Division Belagaavi

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ: ¨É¼ÀUÁ« f¯ÉèAiÀÄ UÉÆÃPÁPÀ vÁ®ÆQ£À ªÁ°äÃQ ªÀÈvÀÛ¢AzÀ dvÀÛ eÁA¨ÉÆÃn gÁ.ºÉ. 31 gÀ¸ÉÛ PÀÆqÀÄ gÀ¸ÉÛ (J.¦.JªÀiï.¹ gÀ¸ÉÛ) Q.«Äà 0.75 jAzÀ 1.65 (ºÀÄAqÉÊ ±ÉÆÃgÀÆA¢AzÀ J¸ï 4 D¸ÀàvÉæªÀgÉUÉ) gÀªÀgÉUÉ gÀ¸ÉÛ CUÀ°ÃPÀgÀt ,PÁAQæÃmï ZÀgÀAr ¤ªÀiÁðt ºÁUÀÆ C®APÁjPÀ VqÀUÀ¼À£ÀÄß £ÉlÄÖ £ÀUÀgÀ ªÁå¦ÛAiÀÄ gÀ¸ÉÛ ¸ÀÄAzÀjÃPÀgÀt ªÀiÁqÀĪÀÅzÀÄ.

RATE ANALYSIS 2023-24

Sl.No Item of Work Unit CSR. P/I. No. Basic Rate Including Form work CC items Add Diffn. In cost of Asphalt /Steel /Cement Total Area Wt. 5% Net Rate Including Form work CC items

Const. Diffn. Amount

1 Excavation for road way In all kinds of soils upto 3m depth m3 P.No-8, 1.14, Vol-1 102.00 0.00 0.00 0.00 102.00 5.10 107.10

2 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, Lime /Cement Concrete, (ii) By Mechanical Means , a) Cement Concrete Grade M-15 & M-20 M3 P No-10, 2.7 (ii) a,Vol 3 719.00 0.00 0.00 0.00 719.00 35.95 754.95

16 Direction and Place identification Boards m2 65/8.8 Vol-3 9,702.00 0.00 0.00 0.00 9702.00 485.10 10,187.10

17 900mm triangle Traffic sign boards each 64/8.5 A(ii) Vol-3 4,684.00 0.00 0.00 0.00 4684.00 234.20 4,918.20

18 600x 450 mm rectangle Traffic sign boards each 64/8.5 A(xii) Vol-3 4,224.00 0.00 0.00 0.00 4224.00 211.20 4,435.20

19 900 mm octagon Traffic sign boards each 64/8.5 A(xv) Vol-3 6,502.00 0.00 0.00 0.00 6502.00 325.10 6,827.10

20 900 mm circular Traffic sign boards each 64/8.5 A(vi) Vol-3 6,304.00 0.00 0.00 0.00 6304.00 315.20 6,619.20

24 Providing 200 mm dia pipes m (P No-A-12/Sl No.85 (material component), Vol-3) 220.00 0.00 0.00 0.00 220.00 220.00

26 Solar Raised Pavement Markers each 71/8.32) Vol-3 2,100.00 0.00 0.00 0.00 2100.00 105.00 2,205.00

CC drain and devider

3 Supply of inputs such as sand, FYM, Red earth in 1:3:6 ratio. m3 49/12.10 (E) Vol-8 108.90 0.00 0.00 0.00 108.90 108.90 6039.6 5,930.70

4 Loading of Polythene/HDPE Bagged Seedlings per/1000 71/9.3 Vol-3 12,129.04 0.00 0.00 0.00 12129.04 12,129.04 477.44

5 Conveyance of tall seedlings raised in HDPE bags each tall seedling (P No- 15/ 2.11 f(i),Vol 8,(Forest SR) 60.50 0.00 0.00 0.00 60.50 60.50

6 #REF! each tall seedling (P No- 15/ 2.11 h,Vol 8,(Forest SR) 42.32 0.00 0.00 0.00 42.32 42.32

7 #REF! plant each time (P No- 15/ 2.11 p(ii),Vol 8,(Forest SR) 33.61 0.00 0.00 0.00 33.61 33.61

11 Gradner man days (P No- A-50/SEMI SKILLED III (9),Vol 1 ) 461.22 0.00 0.00 0.00 461.22 461.22

For Maintenance

32 3rd year Maintenance Per KM As per SE BGM approved rate for 2023-24 39,810.00 0.00 0.00 0.00 39810 39,810.00

33 4th year Maintenance Per KM As per SE BGM approved rate for 2023-24 73,440.00 0.00 0.00 0.00 73440 73,440.00

34 5th year Maintenance Per KM As per SE BGM approved rate for 2023-24 101,980.00 0.00 0.00 0.00 101980 101,980.00

4.2 Formwork for divider 5% #REF! 0.00 0.00 0.00 #REF! #REF! #REF!

8 Construction of Embankment by excavating m3 7/1.8 Vol-1 402.00 0.00 0.00 0.00 402 20.10 422.10

Assistant Executive Engineer, P.W.D Sub-Division Gokak. Executive Engineer, P.W.D. Division Chikkodi

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

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

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

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

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

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

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

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

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

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

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

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

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

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

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

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

6 Progress * : 2019

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2020

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

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

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

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

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

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

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

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

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

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

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

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

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

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

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

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

Attach letters of Acceptance received.

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

Information of the works for which Tenderer has submitted Tender.

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

List of Machineries Required

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

No. Capacity Number/Capacity Age/ Condition

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

BANKER’S CERTIFICATE

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

Name of the Bank, Senior Bank Manger

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

Information on litigation in which the Tenderer is involved:

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