Improvement of Sindhanur Hemmadaga SH 30 Road from Km 198.300 to Km 200.200 in Saundatti Yellamma Constituency, Belagavi District. (From APMC Circle to Kanchalarkoppa Maruti Temple Cross)

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

From To Existing CD Prposed CD

1.2 1.45 Ch:76.68 (1 of 900 W= 17.5) Skew PC Ch : 76.68 (1 Vent, 1.50X2.00m) Box Culvert

1.45 1.7 Ch:78.61 (1 of 600 W= 15) PC Ch : 78.61 (1 Vent, 1.50X2.50m) Box Culvert

1.7 1.75 Ch:78.94 (5 of 900 W= 10) PC Ch : 78.94 (2 Vent, 3.00X2.50m) Box Culvert

1.75 2.3 Ch:79.21 (2 of 2.5 X 2.5 W= 10.3) Box Culvert Ch : 79.21 (2 Vent, 3.00 X 4.00m) Box Culvert

9.37 9.7 Ch:79.27 (4 of 900 W= 7.5) PC Ch : 79.27 (1 Vent, 4.00X2.5m) Box Culvert

9.7 10.2 Ch:79.66 (5 of 1000 W= 7.5) PC Ch : 79.66 (2 Vent, 3.00X2.50m) Box Culvert

10.2 10.45 Ch:81.54 (34 of 3 X 2.50 W= 7.5) Deck Slab Ch : 81.54 Existing Retained

Ch:1.430 km( 15 of each Span (30 X more than 9 mtr) W= 7.50CW & 2+2 Footpath) Major Bridge

Improvements to Shankeshwar Sangam SH - 44 from km 76.70 to 81.54 km (In selected reaches) in Gokak Taluk of Belagavi District. [ Ch: 76.70 km to 81.54 km ] in Gokak Taluk of Belagavi District.

7.0 m Existing Bridge

5.3 m BT Damage BT Damage BT Damage BT Damage CC Damage BT Damage

As Per Site Data

ROCK AREA BOTH SIDE

1.5 1.5 Shoulders Shoulders Shoulders

7.5 MAJOR BRIDGE

1.5 Median 1.50 m (With Street Lamp) Median 1.50 m Median 1.50 m

1.5 1.5 Shoulders Shoulders Shoulders

4 Lane Road Land Availabel Major bridge 7.5 mt Cw With Either side 2+2 mt footpath with utility duct found 2 lane road land available 4 Lane Road Land Availabel 2 Lane road 4 lane road land available

Praposed 7+7 Mt Cw With 1mt Maiden (4 lane ) and ch 0.00 to 0.250 km Praposed steet lamp also dur to village cross limit & Km 0.0 to 1.43 km Road was Runs in High embankment Avrg Height is 4 to 5 mt entaire reach exixing reach was done pitching work but if 4 lane praposed it should be re-praposed with toe wall & MCBC For protection work Nothing required exisiting reach was in Good condition At km 1.93 to 2.20 Approch river heigh embankment fount depth more than 6 to 7 mtr avrg and km 2.20 to 3.00 km Road was runs in Hilly area B/S stone ( Rock) Found Over all enatire streach has 12 to 13 mt width found praposed 2 lane 7 or 9 mtr cw was saficient And required km 1.93 to 2.20 embankment pitching work with protection work (MCBC B/S) Complsorly and km 2.20 to 2.50 L/S MCBC Praposed Praposed 7+7 Mt Cw With 1mt Maiden (4 lane ) here found 3 to 4 no's of "S" Curves it should be improve with MCBC For protection work Here praposed 2 lane road 9 mt CW Due to B/s fond Rock At Bukka Sagar village limit Here praposed 4 lane road with B/S CC drain and Steet lamp at village limit

As Per Estimate

Junction for Cement Factory Ch : 76.68 (1 Vent, 1.50X2.00m) Box Culvert 0.53 Junction for Cement Factory Ch : 78.61 (1 Vent, 1.50X2.50m) Box Culvert Ch : 78.94 (2 Vent, 3.00X2.50m) Box Culvert Ch : 79.21 (2 Vent, 3.00 X 4.00m) Box Culvert Ch : 79.27 (1 Vent, 4.00X2.5m) Box Culvert Ch : 79.66 (2 Vent, 3.00X2.50m) Box Culvert Ch : 81.54 Existing Retained

19.50 m Shoulders Shoulders

7.5 10.0 m Shoulders SG 300,GSB (100+100), WMM 250, DBM 80, BC 30 7.50 m SG 300,GSB (100+100), WMM 250, DBM 80, BC 30 Shoulders Shoulders

1.5 Median 1.50 16.50 m 19.50 m Median 1.50

Shoulders Shoulders Shoulders

Shoulders Shoulders

4 Lane Road Land Availabel Major bridge 7.5 mt Cw With Either side 2+2 mt footpath with utility duct found 2 lane road land available 4 Lane Road Land Availabel 2 Lane road 4 lane road land available

Praposed 7+7 Mt Cw With 1mt Maiden (4 lane ) and ch 0.00 to 0.250 km Praposed steet lamp also dur to village cross limit & Km 0.0 to 1.43 km Road was Runs in High embankment Avrg Height is 4 to 5 mt entaire reach exixing reach was done pitching work but if 4 lane praposed it should be re-praposed with toe wall & MCBC For protection work Nothing required exisiting reach was in Good condition At km 1.93 to 2.20 Approch river heigh embankment fount depth more than 6 to 7 mtr avrg and km 2.20 to 3.00 km Road was runs in Hilly area B/S stone ( Rock) Found Over all enatire streach has 12 to 13 mt width found praposed 2 lane 7 or 9 mtr cw was saficient And required km 1.93 to 2.20 embankment pitching work with protection work (MCBC B/S) Complsorly and km 2.20 to 2.50 L/S MCBC Praposed Praposed 7+7 Mt Cw With 1mt Maiden (4 lane ) here found 3 to 4 no's of "S" Curves it should be improve with MCBC For protection work Here praposed 2 lane road 9 mt CW Due to B/s fond Rock At Bukka Sagar village limit Here praposed 4 lane road with B/S CC drain and Steet lamp at village limit

Improvements to SH -130 Road from Gangavati to NH - 50 Hitnal Cros (Via Anjanadri Betta) of Ch 78.70 to 109.60 Km & Bukksagar Approach Road (Ch 0.00 to 4.15 km) in Gangavati & Koppal Taluk of Koppal District.

Sl. No Description Length km / No of CDs Total Amount (Rs.) Total Amount (Lakhs.) Cost/km OLD Amount Diference Length km / No of CDs Total Amount (Rs.) Total Amount (Lakhs.) Cost/km

1 Estimates of Pavement

Concrete Pavement 0.500

B CROSS DRAIN WORKS

4 Estimates for Cross Drainage Works (Reconstruction / Widening / New Proposals/ Repairs) 133 500673271.57 500,673,271.57 0.00 468,441,485.07 -32,231,786.50 22 17413567.00 483259704.57

C SUB ESTIMATES

Construction Cost Including GST 0.00 0.00 0.00 0.00 0.00 0.00 0.00

8 Consultancy Charges & For Engineering surveys, Soil Investigation, Hydraulic Data and detailed project report etc. Charges 0.00% 0.00 0.00 0.00

10 Estimate for periodic routine maintenance activities for 3 years for SHDP works 0.00 0.00 0.00

11 Socioeconomic Survey 0.25% 0.00 0.00 0.00

12 Road safety audit 0.25% 0.00 0.00 0.00

13 Tree plantation (Afforestation) 1.00% 0.00 0.00 0.00

11 Consultancy Charges & For Engineering surveys, Soil Investigation, Hydraulic Data and detailed project report etc. Charges 0.50% 12,374,870.00 123.75 3.53 13,344,648.00 -969,778.00 12,892,626.00 517,756.00 1,034,106.00 0

Assistant Engineer Assistant Executive Engineer

PWD, Sub-Division PWD, Sub-Division

Gangavathi Gangavathi

Assistant Engineer Assistant Executive Engineer Executive Engineer -3,020,000,000.00

PWD, Sub-Division PWD, Sub-Division PWD, Division -30200 -2800000000.00

Koppal Koppal Koppal

Assistant Engineer Assistant Executive Engineer

PWD, Sub-Division PWD, Sub-Division

Saundatti Saundatti

Assistant Engineer Assistant Executive Engineer Executive Engineer

PWD, Sub-Division PWD, Sub-Division PWD, Division

Saundatti Saundatti Belagavi

Box Culvert Estimate

Pipe Culvert Estimate

From To Existing CD Prposed CD

1.2 1.45 Ch:76.68 (1 of 900 W= 17.5) Skew PC Ch : 76.68 (1 Vent, 1.50X2.00m) Box Culvert

1.45 1.7 Ch:78.61 (1 of 600 W= 15) PC Ch : 78.61 (1 Vent, 1.50X2.50m) Box Culvert

1.7 1.75 Ch:78.94 (5 of 900 W= 10) PC Ch : 78.94 (2 Vent, 3.00X2.50m) Box Culvert

1.75 2.3 Ch:79.21 (2 of 2.5 X 2.5 W= 10.3) Box Culvert Ch : 79.21 (2 Vent, 3.00 X 4.00m) Box Culvert

9.37 9.7 Ch:79.27 (4 of 900 W= 7.5) PC Ch : 79.27 (1 Vent, 4.00X2.5m) Box Culvert

9.7 10.2 Ch:79.66 (5 of 1000 W= 7.5) PC Ch : 79.66 (2 Vent, 3.00X2.50m) Box Culvert

10.2 10.45 Ch:81.54 (34 of 3 X 2.50 W= 7.5) Deck Slab Ch : 81.54 Existing Retained

Ch:1.430 km( 15 of each Span (30 X more than 9 mtr) W= 7.50CW & 2+2 Footpath) Major Bridge

7.0 m Existing Bridge

5.3 m #REF! #REF! CC Damage #REF!

As Per Site Data

ROCK AREA BOTH SIDE

1.5 1.5 Shoulders Shoulders

7.5 MAJOR BRIDGE

1.5 Median 1.50 m (With Street Lamp) #REF!

1.5 1.5 Shoulders Shoulders

4 Lane Road Land Availabel Major bridge 7.5 mt Cw With Either side 2+2 mt footpath with utility duct found 2 lane road land available 2 Lane road 4 lane road land available

Praposed 7+7 Mt Cw With 1mt Maiden (4 lane ) and ch 0.00 to 0.250 km Praposed steet lamp also dur to village cross limit & Km 0.0 to 1.43 km Road was Runs in High embankment Avrg Height is 4 to 5 mt entaire reach exixing reach was done pitching work but if 4 lane praposed it should be re-praposed with toe wall & MCBC For protection work Nothing required exisiting reach was in Good condition At km 1.93 to 2.20 Approch river heigh embankment fount depth more than 6 to 7 mtr avrg and km 2.20 to 3.00 km Road was runs in Hilly area B/S stone ( Rock) Found Over all enatire streach has 12 to 13 mt width found praposed 2 lane 7 or 9 mtr cw was saficient And required km 1.93 to 2.20 embankment pitching work with protection work (MCBC B/S) Complsorly and km 2.20 to 2.50 L/S MCBC Praposed Here praposed 2 lane road 9 mt CW Due to B/s fond Rock At Bukka Sagar village limit Here praposed 4 lane road with B/S CC drain and Steet lamp at village limit

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ರಸ್ತೆ ಕಿ.ಮೀ 198.3 ರಿಂದ 200.200 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಎಪಿಎಮ್‌ಸಿ ವೃತ್ತದಿಂದ ಕೆಂಚಲಾರಕೊಪ್ಪ ಮಾರುತಿ ದೇವಸ್ಥಾನದ ಕ್ರಾಸ್‌ವರೆಗೆ )

APMC Complex 22.60 m 0.000 Km Bus Stop 22.60 m Paver Blocks W = 1.0 m

Existing Complex Majid Existing Complex 20.60 m 0.000 Km Pattan Panchayt Petrol Pump 20.60 m Paver Blocks W = 1.0 m

16.60 m 1.00 16.6 m 0.000 Km 16.6 m Paver Blocks W = 1.0 m 16.6 m Paver Blocks W = 1.0 m 16.6 m Paver Blocks W = 1.0 m 16.6 m Paver Blocks W = 1.0 m

13.60 m 13.60 m 13.60 m 13.60 m SG 300 , GSB 150, DLC 100, PQC 230 mm 13.60 m Paver Blocks W = 1.0 m 13.60 m Paver Blocks W = 1.0 m 13.60 m Paver Blocks W = 1.0 m SG 300 , GSB 150, DLC 100, PQC 230 mm 13.60 m Paver Blocks W = 1.0 m

SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm

3.50 SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm

SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm

9.0 m 9.0 m 9.0 m Paver Blocks W = 1.0 m 9.0 m Paver Blocks W = 1.0 m

9.00 m 4.2 C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm

1.0 Median Median 0.000 Km 0.000 Km 0.000 Km 0.000 Km 0.000 Km 0.000 Km 0.000 Km Median Median Median Median Median Median Median Median

4.2 C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm

3.50 SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm Paver Blocks W = 1.0 m SG 300 , GSB 150, DLC 100, PQC 230 mm Paver Blocks W = 1.0 m SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm

Paver Blocks W = 1.0 m Paver Blocks W = 1.0 m Paver Blocks W = 1.0 m Paver Blocks W = 1.0 m

1.00 0.000 Km Paver Blocks W = 1.0 m Paver Blocks W = 1.0 m Paver Blocks W = 1.0 m Paver Blocks W = 1.0 m

0.000 Km Paver Blocks W = 1.0 m

0.000 Km Paver Blocks W = 1.0 m

Widening Portions

Assistant Executive Engineer, Executive Engineer, Overlay

PWD Sub-Division Saundatti PWD Belagavi Division Belagavi Median

From To Type Length In to In Width Drain Existing width Wall PAVERS Wall CW Median CW Wall PAVERS Wall in site available width excluding drain

Median Length 900

From To Existing CD Prposed CD

1.2 1.45 Ch:76.68 (1 of 900 W= 17.5) Skew PC Ch : 76.68 (1 Vent, 1.50X2.00m) Box Culvert

1.45 1.7 Ch:78.61 (1 of 600 W= 15) PC Ch : 78.61 (1 Vent, 1.50X2.50m) Box Culvert

1.7 1.75 Ch:78.94 (5 of 900 W= 10) PC Ch : 78.94 (2 Vent, 3.00X2.50m) Box Culvert

1.75 2.3 Ch:79.21 (2 of 2.5 X 2.5 W= 10.3) Box Culvert Ch : 79.21 (2 Vent, 3.00 X 4.00m) Box Culvert

9.37 9.7 Ch:79.27 (4 of 900 W= 7.5) PC Ch : 79.27 (1 Vent, 4.00X2.5m) Box Culvert

9.7 10.2 Ch:79.66 (5 of 1000 W= 7.5) PC Ch : 79.66 (2 Vent, 3.00X2.50m) Box Culvert

10.2 10.45 Ch:81.54 (34 of 3 X 2.50 W= 7.5) Deck Slab Ch : 81.54 Existing Retained

Ch:1.430 km( 15 of each Span (30 X more than 9 mtr) W= 7.50CW & 2+2 Footpath) Major Bridge

7.0 m Existing Bridge

#REF! #REF! CC Damage #REF!

As Per Site Data

ROCK AREA BOTH SIDE

1.5 1.5 Shoulders Shoulders

7.5 MAJOR BRIDGE

1.5 Median 1.50 m (With Street Lamp) #REF!

1.5 1.5 Shoulders Shoulders

4 Lane Road Land Availabel Major bridge 7.5 mt Cw With Either side 2+2 mt footpath with utility duct found 2 lane road land available 2 Lane road 4 lane road land available

Praposed 7+7 Mt Cw With 1mt Maiden (4 lane ) and ch 0.00 to 0.250 km Praposed steet lamp also dur to village cross limit & Km 0.0 to 1.43 km Road was Runs in High embankment Avrg Height is 4 to 5 mt entaire reach exixing reach was done pitching work but if 4 lane praposed it should be re-praposed with toe wall & MCBC For protection work Nothing required exisiting reach was in Good condition At km 1.93 to 2.20 Approch river heigh embankment fount depth more than 6 to 7 mtr avrg and km 2.20 to 3.00 km Road was runs in Hilly area B/S stone ( Rock) Found Over all enatire streach has 12 to 13 mt width found praposed 2 lane 7 or 9 mtr cw was saficient And required km 1.93 to 2.20 embankment pitching work with protection work (MCBC B/S) Complsorly and km 2.20 to 2.50 L/S MCBC Praposed Here praposed 2 lane road 9 mt CW Due to B/s fond Rock At Bukka Sagar village limit Here praposed 4 lane road with B/S CC drain and Steet lamp at village limit

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ರಸ್ತೆ ಕಿ.ಮೀ 198.3 ರಿಂದ 200.200 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಎಪಿಎಮ್‌ಸಿ ವೃತ್ತದಿಂದ ಕೆಂಚಲಾರಕೊಪ್ಪ ಮಾರುತಿ ದೇವಸ್ಥಾನದ ಕ್ರಾಸ್‌ವರೆಗೆ )

9.0 m Rigid Pavement 9.00 m

APMC Complex 22.60 m Paver Blocks W = 3.5 m Bus Stop 22.60 m Paver Blocks W = 3.5 m

Existing Complex Majid Existing Complex 20.60 m Paver Blocks W = 2.5 m Pattan Panchayt Petrol Pump 20.60 m Paver Blocks W = 2.5 m

16.60 m Paver Blocks W = 1.5 m 16.6 m Paver Blocks W = 1.5 m 16.6 m Paver Blocks W = 3.5 m 16.6 m Paver Blocks W = 1.5 m 16.6 m Paver Blocks W = 1.5 m 16.6 m Paver Blocks W = 3.5 m

130.00 Paver Blocks W = 1.5 m 13.60 m 13.00 Paver Blocks W = 1.5 m 13.00 Paver Blocks W = 1.5 m 13.60 m Paver Blocks W = 1.5 m 13.00 Paver Blocks W = 1.5 m 13.60 m Paver Blocks W = 1.5 m SG 300 , GSB 150, DLC 100, PQC 230 mm 13.00 Paver Blocks W = 3.5 m

SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm

SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm

SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm

9.0 m Paver Blocks W = 1.5 m 9.0 m Paver Blocks W = 1.5 m 9.0 m Paver Blocks W = 1.5 m 9.0 m Paver Blocks W = 1.5 m

9.00 m C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm

Median Delinators Delinators Delinators Delinators Delinators Delinators Delinators Delinators Delinators Delinators Delinators Delinators Delinators Median Delinators Median Median Median Median Delinators

C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm C.C Overlay 150 mm

SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm Paver Blocks W = 1.5 m SG 300 , GSB 150, DLC 100, PQC 230 mm Paver Blocks W = 1.5 m SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm Paver Blocks W = 1.5 m SG 300 , GSB 150, DLC 100, PQC 230 mm Paver Blocks W = 1.5 m SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm SG 300 , GSB 150, DLC 100, PQC 230 mm

Paver Blocks W = 1.5 m Paver Blocks W = 1.5 m Paver Blocks W = 1.5 m Paver Blocks W = 1.5 m Paver Blocks W = 1.5 m Paver Blocks W = 1.5 m Paver Blocks W = 3.5 m

Paver Blocks W = 1.5 m Paver Blocks W = 1.5 m Paver Blocks W = 3.5 m Paver Blocks W = 1.5 m Paver Blocks W = 1.5 m Paver Blocks W = 3.5 m

Paver Blocks W = 2.5 m Paver Blocks W = 2.5 m

Paver Blocks W = 3.5 m Paver Blocks W = 3.5 m

Widening Portions

Assistant Executive Engineer, Executive Engineer, Overlay

PWD Sub-Division Saundatti PWD Belagavi Division Belagavi Median

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

DETAILED ESTIMATES

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ರಸ್ತೆ ಕಿ.ಮೀ 198.3 ರಿಂದ 200.200 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಎಪಿಎಮ್‌ಸಿ ವೃತ್ತದಿಂದ ಕೆಂಚಲಾರಕೊಪ್ಪ ಮಾರುತಿ ದೇವಸ್ಥಾನದ ಕ್ರಾಸ್‌ವರೆಗೆ )

ESTIMATED COST = 990.00 Lakhs

Length = 1.98 km

Executive Engineer PWD Belagavi Division

Sl. No Particulars

3 General Report

6 Recapitulation sheet

8 Rate Analysis

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

Division : PWD Division, Belagavi

Sub-Division : PWD Sub-Division Saundatti

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 Improvement of the Sindhanur–Hemmadaga (SH-30) road in Saundatti Yellamma constituency, Belagavi district, from km 198.300 to 200.200. (From APMC Circle to the Kenchalarakoppa Maruti Temple Cross)

Estimated Cost : Rs. 990.00 Lakhs.

Administrively sanctioned Under : No. ______ Date : _________

Technically Sanctioned under : No. ______ Date : _________

Estimate prepared by & :

(Call or Authority)

GENERAL DESCRIPTION

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

Assistant Executive Engineer

PWD Sub-Division Saundatti

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ರಸ್ತೆ ಕಿ.ಮೀ 198.3 ರಿಂದ 200.200 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಎಪಿಎಮ್‌ಸಿ ವೃತ್ತದಿಂದ ಕೆಂಚಲಾರಕೊಪ್ಪ ಮಾರುತಿ ದೇವಸ್ಥಾನದ ಕ್ರಾಸ್‌ವರೆಗೆ )

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.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ರಸ್ತೆ ಕಿ.ಮೀ 198.3 ರಿಂದ 200.200 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಎಪಿಎಮ್‌ಸಿ ವೃತ್ತದಿಂದ ಕೆಂಚಲಾರಕೊಪ್ಪ ಮಾರುತಿ ದೇವಸ್ಥಾನದ ಕ್ರಾಸ್‌ವರೆಗೆ )

Recapitulation sheet

Sl. No. Description Amount

1 Estimate of Rigid Pavement (Length = 1.98 km ) Rs. 66,111,210.00 66111232.38 22.38

2 Estimates of Traffic Safety Rs. 1,493,803.00 1493804.1 1.10

3 Estimates of Construction of RCC Median Rs. 2,189,450.00 2189445.7 -4.30

4 Construction of Culverts (1 Nos) Rs. 1,303,015.00 1302730.84 -284.16 2000 133.3333333

4 WATER supply Pipe line shifting Rs. 4,760,027.00 4983853.44 223,826.44

5 3rd, 4th & 5th Year Road Maintenanace Rs. 469,965.09 684816.32 214,851.23

7 For QA & Plantation Charges Rs. 150,000.00 150000 0.00 134

8 For Electrical pole shifting / Lumpsum/Misc & Rounding off /others Rs. 4,280,129.91 4280129.912 3,965,020.00 -315109.91

9 Lumpsum/Misc & Rounding off Rs. 0.00 -543112.692

Assistant Executive Engineer, Executive Engineer, 90066101.37

PWD Sub-Division Saundatti PWD Belagavi Division Belagavi 8933898.63

19.50 16.5 1.50 1.5 7.5 Tapering Chainges

Two Lane (CW = 7.00)

Two Lane (CW = 10.00) Strengthening

Four Lane Reconst.

Tapering Wid + Reconst.

Wid +Strengthening

Existing Details Proposed Road Width Proposed Reconstruction Proposed Layer Width of Reconstrucion Reconstruction Shoulder Width

FOR VERTICAL WITH PAVERS Sl.No From To Type of Imp. Chainage Length Asphalt Top width Side Slope No of Sides Proposed Top Width Carriage Wdth Subgrade GSB WMM DBM BC DLC C.C (M30) PQC (M40) Total Proposed Crest Subgrade Bottom Width GSB WMM BM SDBC Prime Coat Tack Coat DLC C.C (M30) PQC (M40) GSB WMM BM & SDBC DLC PQC (M40) / (M30)

Two Lane / Inter mediate

Drain Paver Blocks Earthe Shoulder Median BT Slope 1: 25 FW CW Widening Full Width Bottom Width Widening Full Width Carriage Width Widening Carraige width Widening Carriage width Widening Carriage width Widening Bottom Width of 1st Layer Center Width of 1st Layer Bottom Width of 2nd Layer Center Width GSB Offset GSB Offset Sides Bottom Width Widening Widening For Part Carraige width GSB Bottom Width GSB Center Width Carraige width WMM Offset WMM Offset Sides Widening For Part Carraige width Carraige width Widening For Part Carraige width Carraige width Widening CW Widening CW GSB WMM DBM & BC DLC PQC

Two Lane (CW = 7.00)

FOR VERTICAL WITH PAVERS Length 0 6.62

Four Lane Two Lane / Inter mediate 4.000 #REF! #REF! 6.200

FW CW Drain Paver Blocks Median BT Slope 1: 25 FW CW 1:25 For 50 to 65 Speed

FOR VERTICAL WITH EARTHEN SHOULDER

FW CW Drain Paver Blocks Earthen Median BT Slope 1: 25 FW CW

0.150 0.150 SHOULDERS

Nos of Bellmouth Length BT S BT End RW S RW E Av BT W SSW Avg FW Subgrade GSB (FW) GSB (CW) WMM DBM BC Sub C/C GSB C/C Metal C/C GSB WMM DBM BC SG GSB GSB WMM DBM BC

#REF! #REF! #REF! #REF! #REF!

ESTIMATE OF ROAD Estimate of Rigid Pavement 2.25

estimate of road SN Description of Work Unit No L B D Quantity Rate Amount

1 Providing and fixing of typical PWD type informatory sign board with Logo as per MORD specifications and drawing (Retro Reflective Traffic sign as per IRC 67 Clause 1701.3.8.1 Class A Typlr-1). i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PWD logo on top plate shall be as per clause 1701.4.6

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 thickness. By Mechanical Means using Dozer A) In area of light jungle

PWD CSR 2023 - 2024, (V - 3), Page No 9, Item No 2.5(ii) a

Deduction for voids 40% 40% 0.00

3 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

PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.5

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0.00 5.30 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 0.00 8.00 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 0.00 3.50 0.00

km - CH 10.55 to 10.6 Rec (end Wid) 0.00 3.50 0.00

2 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth

PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.12.

Below Pavers Avg

3 Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.7

Below Pavers Avg

4 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3)

PWD CSR 2023 - 2024, (V - 1), Page No 7, Item No 1.7

Borrowpit Statement 0.00

5 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. If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there of Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation.

PWD CSR 2023 - 2024, (V - 1), Page No 7, Item No 1.8.

Borrowpit Statement 0.00

6 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

PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.6

Earthen shoulder adjacent to CC

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0 0.00 1.50 0.000 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 2 0.00 0.00 0.000 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 0 0.00 1.50 0.000 0.00

0.0 0 0 Earthen shoulder adjacent to DLC

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0 0.00 1.50 0.000 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 2 0.00 0.00 0.000 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 0 0.00 1.50 0.000 0.00

0.0 0 0 Earthen shoulder adjacent to DBM & BC

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0 0.00 1.50 0.000 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 0 0.00 0.00 0.000 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 0 0.00 1.50 0.000 0.00

0.0 0 0 Earthen shoulder adjacent to WMM

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 2 0.00 1.35 0.000 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 2 0.00 -0.15 0.000 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 2 0.00 1.35 0.000 0.00

0.0 0 0 0 Earthen shoulder adjacent to GSB

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 2 0.00 1.20 0.000 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 2 0.00 -0.30 0.000 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 2 0.00 1.20 0.000 0.00

0.0 0 0 0 For Subgrade in Widening Portion

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 2 0.00 2.35 0.000 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 2 0.00 0.00 0.000 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 2 0.00 3.25 0.000 0.00

0.0 0 0 For Subgrade Full width

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0.00 10.00 0.000 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 0.00 8.00 0.000 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 0.00 10.00 0.000 0.00

Exising Village Reuse

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 1 0.00 8.00 0.300

-611.6 0 612 Curve Qty

Start & End Bellmouth

Earthen shoulder adjacent to DBM & BC 0 50.00 15.30 0.080 0.00

Earthen shoulder adjacent to WMM 0 50.00 0.00 0.250 0.00

Earthen shoulder adjacent to GSB 0 50.00 15.30 0.100 0.00

For Subgrade Full width 0 50.00 0.00 0.300 0.00

4 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

PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.6

Below Pavers Avg

5 4.2 401 B 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 m3

PWD CSR 2023 - 2024, (V-3), Page No 23, Item No 4.2.(b) (v)

GSB Bottom Widening

Below Pavers Avg

6 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 roller to achieve the desired density.

PWD CSR 2023 - 2024, (V - 3), Page No 26, Item No 4.17

WMM in Carriage Widening

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 2 0.00 2.50 0.225 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 2 0.00 0.15 0.000 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 2 0.00 2.00 0.225 0.00

0.0 0 0 WMM in Carriage Width

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 1 0.00 7.30 0.000 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 1 0.00 8.30 0.000 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 1 0.00 7.30 0.000 0.00

10 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.

PWD CSR 2023 - 2024, (V - 3), Page No 31, Item No 5.1.A (i)

Prime over WMM in Carriage Widening

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0.00 0.85 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 0.00 0.00 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 0.00 1.75 0.00

km - CH 10.55 to 10.6 Rec (end Wid) 0.00 2.75 0.00

0.0 0 0 Prime over WMM in Carriage Width

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0 0.00 7.00 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 0 0.00 8.00 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 0 0.00 7.00 0.00

Prime qtty for Bell mouth 0 50.00 0.50 0.00

6 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom.

PWD CSR 2023 - 2024, (V - 3), Page No 31, Item No 5.3 - (i)

On Existing Surface

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0.00 5.30 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 0.00 8.00 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 0.00 3.50 0.00

km - CH 10.55 to 10.6 Rec (end Wid) 0.00 3.50 0.00

0.0 0 0 Carrige Width

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0 0.00 7.00 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 0 0.00 8.00 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 0 0.00 7.00 0.00

km - CH 10.55 to 10.6 Rec (end Wid) 0.00 9.00 0.00

Tack qtty for Bell mouth 0 50.00 0.50 0.00

7 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA. Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

PWD CSR 2023 - 2024, (V - 3), Page No 35, Item No 5.12.(B)

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0.00 7.00 0.000 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 0.00 8.00 0.000 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 0.00 7.00 0.000 0.00

BM Qtty for Bellmouth 0 50.00 0.50 0.050 0.00

7 Bituminous Concrete Grading II for traffic <20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

PWD CSR 2023 - 2024, (V - 3), Page No 38, Item No 5.16(c)

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0.00 7.00 0.000 0.00

km - CH 1.7 to 1.75 Major bridge (Overlay) 0.00 8.00 0.000 0.00

km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 0.00 7.00 0.000 0.00

ASK TO SIR USE GGBS & FLY ASH FOR ESTIMATES 6 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing

PWD CSR 2023 - 2024, (V - 3), Page No 49, Item No 6.1.

Below Pavers Avg

7 Pavement Quality Concrete using paver - M40 Grade Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, onstruction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 420 kg/m3.

PWD CSR 2023 - 2024, (V - 3), Page No 49, Item No 6.2.1

Profile Correction 5% 2625.75 131.29

8 Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 gradee foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M15 grade for kerb base

PWD CSR 2023 - 2024, (63), Page No 8.2 (a), Item No V-3

Total Length both Side 2 1975.00 3950.00 65.83

9 9.6 Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) 9.6.1 Light shade pigment using white cement m2

9 Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408

PWD CSR 2023 - 2024, (27), Page No 4.19, Item No V-3

9 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)

PWD CSR 2023 - 2024, (51), Page No 6.8.2, Item No V-3

For Parking Areas 1% 7344.00 36.72

10 Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.

PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.17

11 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)

PWD CSR 2023 - 2024, (51), Page No 6.8.2, Item No V-3

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti. PWD Belagavi Division Belagavi

8 Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately

PWD SR 2023-24, V-3,Pg. No. 12 I. No.2.19

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 1 0.00 5.30 0.00

8 Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 gradee foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M15 grade for kerb base

PWD SR 2023-24, V-3,Pg. No. 63 I. No.8.2 (a)

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0 0.00 0.00

9 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces m2 85.00 8.11 803 Painting on

PWD SR 2023-24 ,0,Pg. No. 56 I. No.8.10.

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 0 0.00 0.250 0.00

10 Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408

PWD SR 2023-24, V-3,Pg. No. 27 I. No.4.19 m3

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 1 0.00 -0.30 0.600

11 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications.

PWD SR 2023-24, V-2,Pg. No. 64 I. No.9.32 Sqm

km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 2 0.00 0.00 0.00

Direction & Place MDR Traffic Sign Item 8.04(B) Chainage/remarks Total Nos BT 90 Cm equilateral 60 cm equilateral triangle 60 cm circular 80 cm x 60 cm rectangular 60 cm x 45cm rectangular 90 cm high octagon Stop Board

Village 3 6 Junctions 3 Leg (T or Y) 1 2 3 4

Road Start & end 2 4 4 Leg (+) 0 0 0 0 0

Pedestrain Crossing 1 10.0 2

Total 10 School 0 0 0

Direction & Place SH Hospital 0

Village 3 3 Petrol Bunk 0

Road Start & end 2 3 Village Limits 3 6 6

Total 6 Narrow Road 4 8

Horizontal Curves Right & Left 8 16

Hazard Marking Total culverts Nos Chevron Boards 6 8

CD 8 16 Temple 0

Median 0 0 Total 30 0 19 4 8 10

Item Road HUMPS Road HUMPS

For Villages 6 12

For Curves ask sir

Delinators Chevorn Board Chainages Radius Curve Length Transition Length

Radius Spacing Radius m Distance Bet Single Chevorn (m) Averge Total Length No of Chevorn Curve Length TC Length #REF! #REF! #REF! #REF!

30 6 On Curve Before Curve #REF! #REF! #REF! #REF!

100 12 100 20 40 30 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

200 20 200 30 60 45 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

300 25 300 45 90 67.5 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

400 30 400 60 120 90 #REF! #REF! #REF! #REF! #REF! #REF! #REF!

500 35 500 70 140 105 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

600 38 >500 80 150 115 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

700 42 Radum 15 30 22.5 0.00 0 #REF! #REF! #REF! #REF!

800 45 Total #REF! #REF! #REF! #REF! #REF!

900 48 #REF! #REF! #REF! #REF!

1000 50 #REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF!

ESTIMATE OF TRAFFIC SAFETY #REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF!

SN Description of Work Unit No L B D Quantity Rate Amount #REF! #REF! #REF! #REF!

1 Direction and Place Identification Signs upto 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

PWD CSR 2023 - 2024, (V - 3), Page No 65, Item No 8.7 #REF!

Direction & Place MDR

Road Start & end 4 1.20 0.75 3.60

2 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.

PWD SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (ii)

90 cm equilateral triangle 8.5 (A) (ii) 30.00 4671.00 140,130.00 Cautionary

60 cm equilateral triangle 8.5 (A) (iv) 0.00 3562.00 0.00 IT SHOULD BE ZERO

60 cm circular 8.5 (A) (viii) 19.00 4284.00 81,396.00 Mandatory

80 mm x 60 mm rectangular 8.5 (A) (x) 4.00 5404.00 21,616.00 IT SHOULD BE ZERO Facility

60 cm x 45 cm rectangular 8.5 (A) (xii) 8.00 4210.00 33,680.00 Chevorn

90 cm high octagon 8.5 (A) (xv) Each 10.00 6489.00 64,890.00 Stop

3 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.

PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.15

Carriage Width = 5.50 m L = 0 m MAKE QUANTIY = 0, IF CW > = 7.0 M

For Edge marking LM 23 2 0 0.1 0.00

Carriage Width =7.00 m L = 0 m MAKE QUANTIY = 0, IF CW IS 3.75 OR 5.5 M

For Edge marking LM 24 2 0 0.1 0.00 1 #REF!

For Centre marking LM 01 33.34% 1 0 0.10 0.00 1

In Selected Reaches

Four lane L = 1975 m #REF! #REF! #REF! #REF!

For Edge marking LM24 4 1975 0.15 1185.00 1975

For Centre marking LM 12 33.34% 2 1975 0.15 197.54 987.5

For Main Road (In Junction)

Double line marking for Junctions TM 03 1 5.00 0.20 0.00

single line marking for Junctions TM 04 1 5.00 0.10 0.00

Junctions (T & Y)

Double line marking for Junctions TM 03 0 1 5.50 0.20 0.00

single line marking for Junctions TM 04 0 1 5.50 0.10 0.00

Continous line marking for Junctions LM 23 0 60 0.10 0.00

Edge line marking for Junctions LM 23 0 60 0.10 0.00

Junctions (+ & X)

Double line marking for Junctions TM 03 0 0 5.5 0.2 0.00

single line marking for Junctions TM 04 0 0 5.5 0.1 0.00

Continous line marking for Junctions LM 23 0 0 0.1 0.00

Edge line marking for Junctions LM 23 0 0 0.1 0.00

Junction 1 10.0 0.3 0.00

Curves 6 5.5 0.3 0.00 If rumble is removed gv bar marking

For Villages Limits 4 7.0 0.3 0.00

For Villages Limits 0 9 2 0.5 0.00 0

Hatching for Curves HM 10,11,12 1 111.82 0.00 0.2 0.00

Edge Painting 2 60.00 0.1 0.00

4 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

PWD CSR 2023 - 2024, (V - 3), Page No 74, Item No 8.43

Carriage Width = 5.50 m L = 0 m MAKE QUANTIY = 0, IF CW > = 7.0 M

For Edge 2 0.0 0.00

For Centre 0 0.0 0.00

In Selected Reaches

Carriage Width =7.00 m L = 1975 m MAKE QUANTIY = 0, IF CW IS 3.75 OR 5.5 M

For Edge 4 110.0 440.00

For Centre 2 110.0 220.00

Edge Studs 5% 660.00 33.00

5 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.16 (i)

#REF! (i) 5th kilometre stone (precast) each 0 0 5017.00 0.00 0

5 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.16 (ii)

#REF! (i) Ordinary kilometer stone (precast) each 2 2 2889.00 5,778.00

6 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.16 (iii)

#REF! (i) 200 m stone (precast) each 8 8 820.00 6,560.00

Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99:2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge

8 Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.

9 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting 0 FROM PROTCETION WORKS SHEET

PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.18 Sides L Intervals #REF! #REF! #REF! #REF! #REF! #REF!

At Ch 0 to 0.1 - - LHS / RHS 0 100 1 0 0 0.1 100 LHS / RHS

At Ch 0 to 0 - - LHS / RHS 2 0 1 0 0 0 0 LHS / RHS #REF!

At Ch to - - 0 0 1 0

10 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

PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.14.1

i)Single row for one utility service

For Village limit Length 100 m Interval 0 1.2 12.5 1.2 0

For Road Potion Length 0 1.2 12.5 1.2 0

For Street Lighting

For Villages Limits 0 0.6 0.6 0.45 0

11 Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. (i) Single row for one utility service

PWD CSR 2023 - 2024, (V - 3), Page No 71, Item No 8.29

i)Single row for one utility service

Total Length L= 0 m Link village limit length in road estimate

0 Village imit L= 500

For Village limit Length 100 m Interval 0 12.5 0.00

For Road Potion Length 0 12.5 0.00

12 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 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. (Including cost of steel reinforcement & formwork) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates

PWD CSR 2023 - 2024, (V - 1), Page No 16 & 17, Item No 2.4.1

For Street Lighting

For Villages Limits 0 0.6 0.6 0.45 0

13 Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

PWD CSR 2023 - 2024, (V - 3), Page No 69, Item No 8.25 LINK ABOVE TABLE

For Ch to km 0 0 0

For Ch to km 0 0 0

9 Precast chequered cement tiles 22 mm thick medium shade using 50% white cement, 50% ordinary cement

PWD CSR 2023 - 2024, (V - 1), Page No A-31, Item No 636

In Selected Reaches m2 0 1975 1.0 0.00 450.00 0.00 0.00

10 Providing Cement mortar 1:6 (1 cement : 6 fine sand) including cost of all materials, labour and usage charges of machinery complete as per the direction of engineer incharge of work.

PWD CSR 2023 - 2024, (V - 2), Page No A-31, Item No 3.6

In Selected Reaches m2 0 1975 1.0 0.075 0.00 3896.00 0.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti. PWD Belagavi Division Belagavi

13 KSRRB M800 - Street lighting KSRRB M800-27. Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation complete as per specifications. Excluding cost of earth work excavation & PCC for fixing. MORTH Specification No. Suggestive

PWD SR 2023-24 ,,Pg. No. 185 I. No.24.32

For Street Lighting

For Villages Limits 0 3 0.00

3 Providing and Fixing 'Citizen Infromation Board A' Providing and fixing of typical citizen informatory sign Board B as per specification and dwawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of MS plate 5mm thick. Supported on frame post of 2 nos of MS square hallow section 75mmx75mmx5mm which is duly embeded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level. All MS will be Above enameled on both sides. All sections of framed posts, MS sheet and steel tubes will be painted with primer and two coats of epoxy paint as per drwaings etc. Retro Reflective Sheet as per IRC 67 fixed over a two nos of Aluminium composite mateial(ACP) shetting of size 900x750mm of 4mm thick duly bolled/reveled with MS plate of 5mm thick on back side of ACP sheet. Incliding coast and conveyance of all materials equipment, machinery and labour with all lead and lifts, loading and unloading charges, fuel charges including all incidental charges as per the direction of the engineer incharge and Technical specification. (i) For warranty and durability the clause 1701.5 and for maintanance the clause 1911 shall be applicable (ii) A reference number along with month and year of installation should be placed on the back of sign in contrasting colour or by stamping in characters not excedding 50 mm in height.

PWD SR 2023-24 ,,Pg. No. I. No.DR - 4 Each 0 0 0 0.00

4 Main Information Board Provinding and Fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing i) The board will be a composite unit consisting of three plates of aluminium composite materials (ACM), material specifications as per clause 1701.3.7. The top most plate will be in diamond shape of 600mmx600mm size, riveted over welded MS angle iron frame of 25mmx25mmx5mm size on back on edges. the middle plate will be 1200mmx150mm size riveted over welded MS angle iron frame of 25mmx25mmx5mm size ob back on edges.The main lower plate will be 1500mm x600mm size, riveted over welded MS angle iron frame of 25mmx25mmx5mm size ob back on edges.welding of all the sheets over angle iron frame will be done to have plan surface on one side. the angle iron frames of the lower most plate and the middle plate will be welded to two nos 75mmx75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. The top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade blocks of 450mmx450mmx600mm below ground level. The height of bottom of the lower most plate will be 1200mm from normal ground level and the bottom of middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47mmx47mm thickness 12 SWG having a spacing of 100mm between the diamond shaped plate and middle plate and the square section will be welded to the bottom point of the daiamond shaped pate. ii) The lettering and borders etc. of middle and bottom plate. PMGSY logo on top plate shall be as per clause 1701.4.6 essages/borders. All the sections of frame and posts will be painted with primer and two costs of epoxy paint. The design painting and lettering shall be done as per approved drawing iii)For warranty and durability the clause 1701.5 and for maintanance the clause 1911 shall be applicable (iv) A reference number along with month and year of installation should be placed on the back of sign in contrasting colour or by stamping in characters not excedding 50 mm in height.

PWD SR 2023-24 ,,Pg. No. I. No.DR - 5 Each 0 0 0.00 0.00

#REF! Supply and fixing of Retro Reflective Single Arrow Road Name Signboard of size 1600mm x 900mm made out of retro reflective sheeting conforming to Type XI standards of ASTM D 4956-09 & as per IRC 67-2012 for full back ground of blue colour & white letters and fixed over 4 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame SS angle of 15mm x 20mm x 1.2mm, supported by 38mm OD stainless steel pipe all round in 304 grade and 2 nos of vertical posts of 50 mm OD stainless steel pipe of 202 grade firmly fixed to the ground by means of propoerly designed foundation of size 450mm x 450mm x 600mm in 1:1.5:3 ratio cement concrete. The background shall be blue in color with letters and border in white, the item includes earthwork excavation, cost of all materials, loading, unloading, lead, lift, transportation etc., complete. as per direction of engineer incharge of work clause 6.9 of IRC 67-2012 for Type XI retro reflective sheeting from the sheeting manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including outdoor weather exposure report for the retro reflective sheeting offered shall be submitted by the contractor for technical qualification in the tender.

PWD SR 2023-24 ,,Pg. No. I. No.24.59

9 Supply & installation of Aluminum-backed flexible prismatic sheeting made of Yellow coloured flexible prismatic sheeting with non-metallic prismatic lens, formed in a transparent, synthetic resin, as retroreflective elements mounted on a Aluminum (AI) foil with a pre-coated pressure sensitive adhesive and easily removable liner,containing screen printed arrow/slant line pattern in black color in a continuous roll format and the sheeting shall be extremely flexible and easy to bend or wrap around obJects, capable of exhibiting very high conformability and non- returning dead-fold characteristics required for application on rough and uneven surfaces.

7 KSRRB M800-11.1 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work : Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control complete as per Specification. i) Over 10 cm in width. MORTH Specification No. 803

PWD SR 2023-24 ,V-3,Pg. No. 181 I. No.24.11

For Junctions (+ & X) ( As per IRC 35 ,P No 34/110 DM 01) 0 2.05 1.25 0.000 53,105

For Junctions (T & Y) ( As per IRC 35 ,P No 34/110 DM 01) 1 2.05 1.25 2.563 21,384

Abstract - MEDIAN

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

1 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 (Vol-I, P.No. 16 / I.No. 2.4.2) Cum 171.0000 6221.00 1063791.00

2 FORM work for Devider - 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 equirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (PWD Road & Bridges SR 2023-24 Vol-1, Pg.No. 111 It.No.7)) Cum 171.0000 311.05 53189.55

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, I.No. 1.8, P.No.7) Cum 324.0000 474.00 153576.00

4 Steel Fabrication 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. (Vol-1, P.No. 18 / I.No. 2.11.h) t 10.0606 80019.00 805041.90

5 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :Two coats on new work afterthoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and as perdirections of Engineer-in-charge. (Vol-2, P.No. 48 / I.No. 8.40) Sqm 990.0000 115.00 113850.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti. PWD Belagavi Division Belagavi

Measurement - MEDIAN

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

1 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 (Vol-I, P.No. 16 / I.No. 2.4.2) 65

Net Quantity :- 171.0000 Cum

2 FORM work for Devider - 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 equirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (PWD Road & Bridges SR 2023-24 Vol-1, Pg.No. 111 It.No.7)) 65

Net Quantity :- 171.0000 Cum

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, I.No. 1.8, P.No.7) 413

Gap between devider walls

Net Quantity :- 324.0000 Cum

4 Steel Fabrication 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. (Vol-1, P.No. 18 / I.No. 2.11.h) 2234.00 171.0000 855 0.855

Net Quantity :- 10.0606 t

5 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :Two coats on new work afterthoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and as perdirections of Engineer-in-charge. (Vol-2, P.No. 48 / I.No. 8.40) 115.00

Net Quantity :- 990.0000 Sqm

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti. PWD Belagavi Division Belagavi

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti. PWD Belagavi Division Belagavi

RATE ANALYSIS - MEDIAN

Sl. No Item of work Unit PWD CSR 2023-24 Area weightage 5% Total

Vol No Page No. It. No. Basic Rate

1 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 (Vol-I, P.No. 16 / I.No. 2.4.2) Sqm 1 15 2.4.2 6221.00 0.00 6221.00

2 FORM work for Devider - 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 equirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (PWD Road & Bridges SR 2023-24 Vol-1, Pg.No. 111 It.No.7)) Cum 1 111 7 311.05 0.00 311.05

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, I.No. 1.8, P.No.7) Cum 1 7 1.8 474.00 0.00 474.00

4 Steel Fabrication 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. (Vol-1, P.No. 18 / I.No. 2.11.h) Cum 1 18 2.11 h 80019.00 0.00 80019.00

5 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :Two coats on new work afterthoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and as perdirections of Engineer-in-charge. (Vol-2, P.No. 48 / I.No. 8.40) Cum 2 48 8.40 115.00 0.00 115.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Belagavi Division Belagavi

Construction 3 No's of Box Culvert @km-199.00, 199.43, &200.00 (1.5 m X 1.5 m - 1 Vent)

Details of Box Cell Details of Return Wall in case of Mass Concrete/SSM Type of Soil

No of Vent = N = 1 No of Return wall 4 Other

Vent Width = a = 1.5 m Length of Return wall = LR 2.00 m Return Walls may be of Mass Concrete (not less than M15 Grade concrete), RCC Retaining Wall (Cantilever or Counterfort Type), Size Stone Masonary, German Concrete and Gabion wall according to site requirement or condition and selection should be cost effective

Vent Depth = b = 1.5 m Top Thickness of Return wall = A 0.25 m

Projection = c = 0.5 m Bottom Thickness of Return wall = B 1.300 m CH 198.73 SH-30 198.300 198/1 BS Slab Culvert 1 X 3.00 05-06-25 Good

Depth of Top Slab = d = 0.30 m Avg Thickness of Return wall = TR 0.78 m CH 199.5 SH-30 198.320 198/2 BS Slab Culvert 1 X 0.90 05-06-25 Good

Depth of Bottom Slab = e = 0.38 m Ht below GL = h1 0.6 m CH 200 SH-30 198.400 198/3 BS Slab Culvert 1 X 0.90 05-06-25 Good

Thickness of Outer wall = f = 0.30 m Ht of above GL = h2 2.5 m SH-30 198.700 198/4 BS Slab Culvert 1 X 0.90 05-06-25 Good

Thickness of Inner wall = g = 0.0 m Total above BL = HR 3.1 m SH-30 199.400 199/1 BS Slab Culvert 1 X 0.90 05-06-25 Good

Length of Box Cell = L = 20.0 m PCC Bed thickness = 0.150 m SH-30 199.600 199/2 BS Slab Culvert 1 X 0.90 05-06-25 Good

Total Width of Box = B = 3.1 m Main Steel 12 mm 150 SH-30 199.800 199/3 BS Slab Culvert 1 X 0.60 05-06-25 Good

Earth Cushion = Ec = 0.0 m Dist Steel 10 mm 200 SH-30 199.980 199/4 BS Slab Culvert 1 X 0.90 05-06-25 Good

BED Level 98.425 m Approch Slab SH-30 200.000 200/1 HPC 2018 1 X 3.80 05-06-25 Good

FRL 100.000 m Approch Slab Length LA = 20.0 m SH-30 200.400 200/2 BS Slab Culvert 1 X 2.30 05-06-25 Good

Invert Level Centre 98.125 m Approch Slab Width WA = 3.0 m 3

PCC Bed thickness = 0.15 m Approch Slab Depth DA = 0.20 m

Depth of Bed below Natural Ground 0.30 m Wearing course thickness = 0.075 m

Depth of Key @ Base Slab = DK = 1.2 m Main Steel 12 mm 150

Haunch Depth hd = 0.15 m Dist Steel 10 mm 200

Steel Qty in kgs asper MORTH SD 6393.84 kgs Apron Floor

Excavation extra working space = 0.500 m Length U/s = 1.0 m 0.3 m

depth of filter media behind Box wall 0.300 m Length D/s = 1.0 m 0.3 m

Consultants should decide the section of the Curtain wall, according to the site requirement/ condition Curtain Wall Type-I (D/s) Curtain Wall Type - II (U/s)

Length 4.79 m Length 4.79 m

Width Depth Width Depth

Parapet Wall Kerb

Height 0.90 m Depth 0.25 m

Thickness of wall 0.25 m Width 0.45 m

Construction of Box Cell Culvert

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Construction 3 No's of Box Culvert @km-199.00, 199.43, &200.00 (1.5 m X 1.5 m - 1 Vent)

Sl. No Description of Item Unit No L B D Qty Rate Amount

1 Dismantling of StructuresDismantling 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 ii) By Mechanical Means(a Cement Concrete Grade M-15 & M-20)

PWD SR 2023-24 Volume 3 Item No 2.8(ii)A ( Page No 10 ) 199 356

EXISTING CC road carrageway M3 1 9.00 4.10 0.15 5.54 199.43

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 wherevernecessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Meansb. Rubble stone masonry in cement mortar.

PWD SR 2023-24 Volume 3 Item No 2.11 (ii) (A) ( Page No 10 )

2 Dismantling of StructuresDismantling 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 ii) By Mechanical Means B. Above 600 mm to 900 mm dia

PWD SR 2023-24 Volume 3 Item No 2.17(ix) B ( Page No 11 )

Pipes 600 dia to 900mm dia m

1 Dismantling of StructuresDismantling 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 ii) By Mechanical Means C. Above 900 mm dia

PWD SR 2023-24 Volume 3 Item No 2.17 (ix) C ( Page No 11 ) 327.43 0

Above 900 mm dia m 1 7.50 7.50

2 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or& stacking the selected earth for reuse m including cost of labour, tools, usagerequired to complete the work In all kinds of soils Depth upto 3 m ERC remarks:--Take SBC, catchment area, and design as per stractural consltant

PWD SR 2023-24 Volume 1 Item No 1.14.1 ( Page No 8 )

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 Using 40 mm nominal size graded crushed coarse aggregates

PWD SR 2023-24 Volume 1 Item No 2.1.3 ( Page No 15 )

4 Steel Fabrication 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 type of structures

PWD SR 2023-24 Volume 1 Item No 2.11 h ( Page No 18 )

Qty as per BBS 1 7412.70 7412.70

5 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

PWD SR 2023-24 Volume 1 Item No 2.2.5 ( Page No 15 )

Box Cell - Bottom Raft 1 20.00 3.10 0.40 24.800 Depth/Height LBD Sub Total Addition/Deduction Action

Box Cell - Outer walls 2 20.00 0.30 1.50 18.000 Total 55.9827

Box Cell - Inner Walls 0 20.00 0.00 1.50 0.000 0.2 7.44 7.44 ADDITION

Corbal - box portion 0 20 0.3 0.45 0.000 1.5 18 0 ADDITION

Shear Key - Rec Portion 2 3.10 0.50 0.82 2.542 0.15 0.27 1.08 ADDITION

Shear Key - Triangle portion 0.5 2 3.10 0.82 0.82 2.084 0.45 1.62 6.48 ADDITION

Box Cell - Top Slab 1 20.00 2.10 0.30 12.600

Parapet Wall 2 2.10 0.25 0.90 0.945

for approch slab 2 20.00 2.50 0.20 20.000

5a Formwork for Box Culvert Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. PWD SR 2023-24 Volume 1 Sl No. 6 ( Page No 112 ) 637,715.64

Qty same as above m3 83.244 1276.80 106,285.94

1 3.1 3.1 ADDITION

6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

PWD SR 2023-24 Volume 3 Item No 12.4 ( Page No 117 )

7 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

PWD SR 2023-24 Volume 3 Item No 8.10 ( Page No 66 )

8 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman)

PWD SR 2023-24 Volume 3 Item No 8.4 ( Page No 63 )

Parapet 2 100.00 200.00

Total Cost for Box culvert = 1,303,015.00 3779753.02 2,476,738.02

Section officer Asst. Executive Engineer Executive Engineer

PWD Sub Division PWD Division

Savadatti Belagavi

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Sl. No Item of work SR 2023-24 (Continued to 2024-25) Area Weightage 3% Total

Unit Vol Page No. It. No. Basic Rate

1 Dismantling of StructuresDismantling 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 ii) By Mechanical Means(a Cement Concrete Grade M-15 & M-20) m3 3 10 2.8.ii.a 719 719

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 wherevernecessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Meansb. Rubble stone masonry in cement mortar. m3 3 10 2.11.ii.A 180 180

3 Dismantling of StructuresDismantling 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 ii) By Mechanical Means C. Above 900 mm dia m 3 11 1.17 ix C 1374 1374

4 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or& stacking the selected earth for reuse m including cost of labour, tools, usagerequired to complete the work In all kinds of soils Depth upto 3 m m3 1 8 1.14.1 102.00 102.00

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 m3 1 15 2.1.3 5918.00 5918.00

6 Steel Fabrication 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 type of structures t 1 18 2.11h 69749.00 69749.00

7 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 1 15 2.4.4 6384.00 6384.00

7.a Formwork for Box Culvert Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. PWD SR 2023-24 Volume 1 Sl No. 6 ( Page No 112 ) m3 1 112 6 1276.80 1276.80

8 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. m3 3 117 12.4 2677.00 2677.00

9 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces m2 3 66 8.10 109.00 109.00

10 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) per cm height per letter 3 63 8.4 0.90 0.90

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

BAR BENDING SCHEDULE Construction 3 No's of Box Culvert @km-199.00, 199.43, &200.00 (1.5 m X 1.5 m - 1 Vent)

Sl No. Description Bar Dia DIST ALONG Y SPACING NO OF BAR REQUIERED NO OF BARS SAY LENGTH OF EACH BAR Nos. 8 mm 10 mm 12 mm 16 mm 20 mm

3 Horizontal bar (3) disribution 20 10 2 0.2 11 11 20.6 4 0 906.40 0 0 0

28 Horizontal bar in X direction 12 20 0.15 134.33 134 2.8 2 0 0.00 750.4 0 0

29 Horizontal bar in Y direction 12 2.6 0.15 18.33 18 20.2 2 0 0.00 727.2 0 0

TOTAL LENGTHS 0 3006.36 2679.5 2014.95 0

TOTAL WEIGHT 7412.700115 kg 26.71 kg/cum

Sl. No Box Cell Size No/ a x b /Ec No of Vent a b c d e f g h Qty of Steel (kg) Qty of Concrete (cum) Steel in Kgs

Link middle wall th. More than 1 vent

Return Wall Box 1.5x1.5 m, 1 Vent No of Groups 0 Approach Slab 1.00 Steel 80 Curtain Wall D/S

1.5 Length 1.00 Width Road Width 21.00 Thickness 0.25 Ht Width offset

Returnwall dimension changes for different Heights or No of CD vents M-15 0.15 Box Width 1.50 Vent 1 Levelling Course M-15 0.15 M-15 Thick 0.150 0.600 0.100

Up to GL 0.60 0.20 Box Ht 1.50 Footing 1st 0.600 0.400

1 6 Above GL 2.005 0.30 End Walls (F) 0.30 No Of Outer Walls 2 Footing 2nd

Ch Head Wall Length No of Rows/ Vent CC SSM Base Slab 0.30 2.40 Middle Walls (g) 0.00 No Of Inner Walls 0 Length D M-10 Footing 3rd

38.9 1 1.5 1.5 7.5 Murrum 0.15 Top Slab (d) 0.35 Excavation Depth 0.98 Floor Apron D/S 0 0.3 Wall

38.93 1 1.5 1.5 Murrum Off 0.10 Bottom Slab, e 0.38 Floor Apron U/S 0 0.3 Curtain Wall U/S

39.1 1 1.5 1.5 Extra Offset C 0.50 For Apron D/S 1 0.6 0.10 Ht Width offest

Avg of CC 2.625 Cut off wall PCC Thick 0.15 Footing 1st 0.600 0.400

Avg of SSM 2.625 Ht 0.0 Murrum 0.15 Expansion Joints Nos Footing 2nd

for small cds make diversion qty should be 0, & keep qty for major cds Width 0.00 M-15 Offset 0.10 Box 0.025 0 Wall

Approch Slab 0.025 2

1 Diversions 50.0 7.5 0.9

Construction 3 No's of Box Culvert (1.5 m X 1.5 m - 1 Vent)

SN Description of Work Unit Box No L B D 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 (ii) By Mechanical means a. Cement Concrete Grade M-15 & M-20

PWD CSR 2023 - 2024, (V - 3), Page No 10, Item No 2.8 (ii) A

EXISTING CC road carrageway 3 9 4.10 0.15 0.25 4.15

2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. (B) Above 600 mm to 900 mm dia Hume

PWD CSR 2023 - 2024, (V - 3), Page No 11, Item No 2.17 (ix) B

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

PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.14.1

Curtain Wall D/S 1 1 0.60 5.900 0.75 2.66

Curtain Wall U/S 1 1 0.60 5.900 0.75 2.66

4 Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification

PWD CSR 2023 - 2024, (11), Page No 1.23, Item No V-1 If BC then Operate 1

Under Return wall foundation 4 1.00 2.60 0.15 0.00 1.00

4 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. If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there of Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation.

PWD CSR 2023 - 2024, (V - 1), Page No 7, Item No 1.8. If BC then Operate 0

Under Return wall foundation 0 4 1.00 2.60 0.15 0.00 1.00

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

PWD CSR 2023 - 2024, (V - 1), Page No 15, Item No 2.1.3

Floor Apron D/S 1 1 0.00 5.90 0.00 0.00

Floor Apron U/S 1 1 0.00 5.90 0.00 0.00

Curtain Wall D/S 1 1 0.60 5.90 0.15 0.53

Curtain Wall U/S 1 1 0.60 5.90 0.15 0.53

6 Curtain wall complete as per drawing and Technical specification b. Cement concrete Grade M15 M - 20 Ask Sir

PWD CSR 2023 - 2024, (V - 3), Page No 130, Item No 14.8 b

Curtain Wall D/S 1 1 0.40 5.90 0.60 1.42

Curtain Wall U/S 1 1 0.40 5.90 0.60 1.42

Parpet Wall Ch : 0 32 0.30 1.20 0.00

7 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. 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Ask Sir M- 20

PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.4.3

Middle Sides 1 0 21 1.5 0.00 0.00

8 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. 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Ask Sir M- 20

PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.4.3

Return Wall Base Slab 0 4 1.00 2.40 0.30 0.00

Return vertical wall 0 4 1.00 0.25 2.605 0.00

9 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Ask Sir M- 20

PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.5.2

Box 1.5x1.5 m, 1 Vent

Parapet Wall 0 2 4 0.20 0.60 0.00

10 Steel Fabrication h. All other type of Structures 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 Ask Steel

PWD CSR 2023 - 2024, (V - 1), Page No 18, Item No 2.11 h Curtain Wall Box & Returns

Curtain Wall 0.025 2.83 0.07 Total bbs qty kg/cum Total bbs qty Kg/cum

Box 0.080 53.87 4.31 #REF! #REF! #REF! #REF! #REF!

Returns 0.09 0.00 0.00

Tonne 5.62 80019.00 449,365.00 Difference qty #REF! #REF! #REF!

11 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

PWD CSR 2023 - 2024, (V-3), Page No 121, Item No 13.8.

12 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)

PWD CSR 2023 - 2024, (V-3), Page No 122, Item No 13.9.

For Approach slab 1 2 1.00 21.00 0.25 10.50

13 Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications.

PWD CSR 2023 - 2024, (V-3), Page No 124, Item No 13.16

Check Cell F152 if Box culvert more then 3 cell Box 1 0 21.00 0.00

Approch Slab 1 2 21.00 42.00

14 M2702 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)

PWD CSR 2023 - 2024, (V - 3), Page No 121, Item No 13.2

15 Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each.

PWD CSR 2023 - 2024, (V-3), Page No 129, Item No 14.2

Floor Apron D/S 1 1 0.00 5.90 0.30 0.00

Floor Apron U/S 1 1 0.00 5.90 0.30 0.00

16 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification a. Granular Material

PWD CSR 2023 - 2024, (V - 3), Page No 117, Item No 12.3 a

Behind Returns 0 1 1.00 2.005 0.30 0.00

16 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

PWD CSR 2023 - 2024, (V-3), Page No 117, Item No 12.4.

Behind Box end Wall 1 2 21.00 0.60 1.880 47.38

Behind Returns 0 4 1.00 0.60 2.005 0.00

17 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 Check L B D to be change

PWD CSR 2023 - 2024, (V-3), Page No 117, Item No 12.2

Return walls 8 0.5 0.00 36.80

R.C.C Railing 17 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

PWD CSR 2023 - 2024, (V-3), Page No 121, Item No 13.5

18 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting

19 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification

PWD CSR 2023 - 2024, (V-3), Page No 121, Item No 13.7. 1 2 2.00

20 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.

PWD CSR 2023 - 2024, (V-3), Page No 123, Item No 13.14

For Return & Box Walls 1 4 1.00 2.005 8.02

For Box Wall Outer wall 1 4 0.30 1.500 1.80

Middle Wall 1 0 0.00 1.500 0.00

Parapet wall 1 2 4.10 1.400 11.48

For Top Slab 1 2 2.10 0.350 1.47

21 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia

PWD CSR 2023 - 2024, (V-3), Page No 146, Item No 16.15.C.

For Diversion of Road 1 1 7.50 7.50 1.00

22 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.

60 cm equilateral triangle

PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (xii) 1 2 2.00 1.00

2.00 4210.00 8,420.00 Only this Item RA is in Pipe Culver

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti. PWD Belagavi Division Belagavi

RATE ANALYSIS FOR ROAD

PWD CSR 2023 - 2024

Sl. No. Specifications PWD CSR 2023 - 2024 Volume Page No Item no. Unit Basic rate Area Wt Form work Net Rate

1 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) PWD CSR 2023 - 2024, (V - 1), Page No 7, Item No 1.7 V - 1 7 1.7 m3 119 0.00 0.00 119.00

1 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. If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there of Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation. PWD CSR 2023 - 2024, (V - 1), Page No 7, Item No 1.8. V - 1 7 1.8. m3 474 0.00 0.00 474.00

2 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.12. V - 1 8 1.12. m3 95 0.00 0.00 95.00

3 Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In Ordinary / Soft rock upto 300 mm depth PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.13 V - 1 8 1.13 m3 362 0.00 0.00 362.00

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 PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.14.1 V - 1 8 1.14.1 m3 102 0.00 0.00 102.00

4 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 ordinary/soft rock without blasting upto 1.5 m depth PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.15.1 V - 1 8 1.15.1 m3 363 0.00 0.00 363.00

5 Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification PWD CSR 2023 - 2024, (V-1), Page No 11, Item No 1.23 V-1 11 1.23 m3 2682.00 0.00 0.00 2682.00

6 Steel Fabrication c. Sub structure of Bridges 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 PWD CSR 2023 - 2024, (V - 1), Page No 18, Item No 2.11 c V - 1 18 2.11 c Ton 87532 0.00 0.00 87532.00

7 Steel Fabrication c. Super structure of Bridges 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 PWD CSR 2023 - 2024, (V - 1), Page No 18, Item No 2.11 d V - 1 18 2.11 d Ton 87758 0.00 0.00 87758.00

4 Steel Fabrication h. All other type of Structures 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 PWD CSR 2023 - 2024, (V - 1), Page No 18, Item No 2.11 h V - 1 18 2.11 h Ton 80019 0.00 0.00 80019.00

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 PWD CSR 2023 - 2024, (V - 1), Page No 15, Item No 2.1.3 V - 1 15 2.1.3 m3 5918 0.00 0.00 5918.00

6 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. 2.1.4 Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 15, Item No 2.1.4 V - 1 15 2.1.4 m3 6147 0.00 0.00 6147.00

7 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 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. (Including cost of steel reinforcement & formwork) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16 & 17, Item No 2.4.1 V - 1 16 & 17 2.4.1 m3 6327 0.00 8% 506.16 6833.16

8 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 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. (Including cost of steel reinforcement & formwork) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16 & 17, Item No 2.4.1 V - 1 16 & 17 2.4.1 m3 6327 0.00 5% 316.35 6643.35

9 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. 2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.4.2 V - 1 16 2.4.2 m3 6221 0.00 8% 497.68 6718.68

10 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. 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.4.3 V - 1 16 2.4.3 m3 6227 0.00 8% 498.16 6725.16

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. 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.4.3 V - 1 16 2.4.3 m3 6227 0.00 20% 1245.40 7472.40

7 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. 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.4.3 V - 1 16 2.4.3 m3 6227 0.00 20% 1245.40 7472.40

8 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.5.2 V - 1 16 2.5.2 m3 6734 0.00 20% 1346.80 8080.80

9 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. 2.5.3 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.5.3 V - 1 16 2.5.3 m3 6891 0.00 20% 1378.20 8269.20

96 Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD CSR 2023 - 2024, (V- 2), Page No 41, Item No 8.3.2 V- 2 41 8.3.2 m2 333 0.00 0.00 333.00

1 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer A) In area of light jungle PWD CSR 2023 - 2024, (V - 3), Page No 9, Item No 2.5(ii) a V - 3 9 2.5(ii) a 100m2 393.00 0.00 0.00 393.00

9 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 (ii) By Mechanical means a. Cement Concrete Grade M-15 & M-20 PWD CSR 2023 - 2024, (V - 3), Page No 10, Item No 2.8 (ii) A V - 3 10 2.8 (ii) A m3 719 0.00 0.00 719.00

10 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 (ii) By Mechanical means a. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means PWD CSR 2023 - 2024, (V - 3), Page No 10, Item No 2.11 II A V - 3 10 2.11 II A m3 180 0.00 0.00 180.00

11 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.

12 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. A. Upto 600 mm dia PWD CSR 2023 - 2024, (V - 3), Page No 11, Item No 2.17 (ix) A V - 3 11 2.17 (ix) A m 957 0.00 0.00 957.00

10 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. (B) Above 600 mm to 900 mm dia Hume PWD CSR 2023 - 2024, (V - 3), Page No 11, Item No 2.17 (ix) B V - 3 11 2.17 (ix) B m 1096 0.00 0.00 1096.00

11 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. (C) Above 900 mm dia Hume pipe PWD CSR 2023 - 2024, (V - 3), Page No 11, Item No 2.17 (ix) C V - 3 11 2.17 (ix) C m 1374 0.00 0.00 1374.00

12 Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. PWD CSR 2023 - 2024, (V - 3), Page No 12, Item No 2.19 V - 3 12 2.19 m3 563 0.00 0.00 563.00

13 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.4 (ii) V - 3 17 3.4 (ii) m2 5 0.00 0.00 5.00

14 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 PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.5 V - 3 17 3.5 m2 6 0.00 0.00 6.00

11 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 PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.6 V - 3 17 3.6 m3 493 0.00 0.00 493.00

12 Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.7 V - 3 17 3.7 m3 105 0.00 0.00 105.00

13 4.2 401 B 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 m3 PWD CSR 2023 - 2024, (V-3), Page No 23, Item No 4.2.(b) (v) V-3 23.0 4.2.(b) (v) m3 2359 0.00 0.00 2359.00

#REF! 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 roller to achieve the desired density. PWD CSR 2023 - 2024, (V - 3), Page No 26, Item No 4.17 V - 3 26 4.17 m3 2559 0.00 0.00 2559.00

#REF! Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. PWD CSR 2023 - 2024, (V - 3), Page No 31, Item No 5.1.A (i) V - 3 31 5.1.A (i) m2 63 0.00 0.00 63.00

#REF! Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. PWD CSR 2023 - 2024, (V - 3), Page No 31, Item No 5.3 - (i) V - 3 31 5.3 - (i) m2 18 0.00 0.00 18.00

#REF! Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. PWD CSR 2023 - 2024, (V - 3), Page No 31, Item No 5.4 - (ii) V - 3 31 5.4 - (ii) m2 22 0.00 0.00 22.00

#REF! Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA. Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. PWD CSR 2023 - 2024, (V - 3), Page No 35, Item No 5.12.(B) V - 3 35 5.12.(B) m3 12469.00 0.00 0.00 12469.00

#REF! Bituminous Concrete Grading II for traffic <20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects PWD CSR 2023 - 2024, (V - 3), Page No 38, Item No 5.16(c) V - 3 38 5.16(c) m3 14764.00 0.00 0.00 14764.00

14 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing PWD CSR 2023 - 2024, (V - 3), Page No 49, Item No 6.1. V - 3 49 6.1. m3 4876.00 0.00 0.00 4876.00

15 Pavement Quality Concrete using paver - M40 Grade Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, onstruction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 420 kg/m3. PWD CSR 2023 - 2024, (V - 3), Page No 49, Item No 6.2.1 V - 3 49 6.2.1 m3 8083.00 0.00 0.00 8083.00

16 Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 gradee foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M15 grade for kerb base PWD CSR 2023 - 2024, (63), Page No 8.2 (a), Item No V-3 63 8.2 (a) V-3 m 239 0.00 0.00 239.00 0.00

17 Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 PWD CSR 2023 - 2024, (27), Page No 4.19, Item No V-3 27 4.19 V-3 m3 367 0.00 0.00 367.00 0.00

Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. PWD CSR 2023 - 2024, (64), Page No 9.32, Item No V-2 64 9.3 V-2 m3 1145 0.00 0.00 1145.00

18 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) PWD CSR 2023 - 2024, (51), Page No 6.8.2, Item No V-3 51 6.8.2 V-3 m2 1161 0.00 0.00 1161.00

19 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.

20 90 cm equilateral triangle PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (ii) V - 3 64 8.5 A (ii) each 4671 0.00 0.00 4671.00

21 60 cm equilateral triangle PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (iv) V - 3 64 8.5 A (iv) each 3562 0.00 0.00 3562.00

22 60 cm circular PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (viii) V - 3 64 8.5 A (viii) each 4284 0.00 0.00 4284.00

23 80 mm x 60 mm rectangular PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (x) V - 3 64 8.5 A (x) each 5404 0.00 0.00 5404.00

24 60 cm x 45 cm rectangular PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (xii) V - 3 64 8.5 A (xii) each 4210 0.00 0.00 4210.00

25 90 cm high octagon PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (xv) V - 3 64 8.5 A (xv) each 6489 0.00 0.00 6489.00

26 Direction and Place Identification Signs upto 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing PWD CSR 2023 - 2024, (V - 3), Page No 65, Item No 8.7 V - 3 65 8.7 m2 8995 0.00 0.00 8995.00

27 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces PWD CSR 2023 - 2024, (V - 3), Page No 66, Item No 8.10. V - 3 66 8.10. m2 109 0.00 0.00 109.00

28 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i) Over 10 cm in width PWD CSR 2023 - 2024, (V - 3), Page No 66, Item No 8.13 (i) V - 3 66 8.13 (i) m2 203 0.00 0.00 203.00

29 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.15 V - 3 67 8.15 m2 530 0.00 0.00 530.00 0

30 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

31 (i) 5th kilometre stone (precast) PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.16 (i) V - 3 67 8.16 (i) each 5017 0.00 0.00 5017.00 0

31 (i) Ordinary kilometer stone (precast) PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.16 (ii) V - 3 67 8.16 (ii) each 2889 0.00 0.00 2889.00

32 (i) 200 m stone (precast) PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.16 (iii) V - 3 67 8.16 (iii) each 820 0.00 0.00 820.00

33 Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.17 V - 3 67 8.17 each 2021 0.00 0.00 2021.00 4918.2

34 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.18 V - 3 67 8.18 each 733 0.00 0.00 733.00

35 Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 PWD CSR 2023 - 2024, (V - 3), Page No 69, Item No 8.25 V - 3 69 8.25 m 3640 0.00 0.00 3640.00

36 Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. (i) Single row for one utility service PWD CSR 2023 - 2024, (V - 3), Page No 71, Item No 8.29 V - 3 71 8.29 m 2212 0.00 0.00 2212.00

37 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. PWD CSR 2023 - 2024, (V - 3), Page No 71, Item No 8.31 V - 3 71 8.31 m2 188 0.00 0.00 188.00

38 Removing & refixing Boundary pillars/Guard stones/KM Stones/200m stones etc in complete manner embedded in Earth excluding painting. PWD CSR 2023 - 2024, (V - 3), Page No 74, Item No 8.41 V - 3 74 8.41 each 66.00 0.00 0.00 66.00

35 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. PWD CSR 2023 - 2024, (V - 3), Page No 74, Item No 8.43 V - 3 74 8.43 Nos 365 0.00 0.00 365.00

36 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 Single lane with formation width of 5.75 m. PWD CSR 2023 - 2024, (V - 3), Page No 80, Item No 8.60.1 V - 3 80 8.60.1 No. 34930 0.00 0.00 34930.00

37 Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment PWD CSR 2023 - 2024, (V - 3), Page No 91, Item No 10.2 V - 3 91 10.2 m2 97.00 0.00 0.00 97.00

38 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor PWD CSR 2023 - 2024, (V - 3), Page No 91, Item No 10.3 V - 3 91 10.3 m2 39.00 0.00 0.00 39.00

39 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD CSR 2023 - 2024, (V - 3), Page No 91, Item No 10.4 V - 3 91 10.4 m2 207.00 0.00 0.00 207.00

40 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 PWD CSR 2023 - 2024, (V-3), Page No 117, Item No 12.2 V-3 117 12.2 mtr 239.00 0.00 0.00 239.00

36 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. PWD CSR 2023 - 2024, (V-3), Page No 117, Item No 12.4. V-3 117 12.4. m3 2677.00 0.00 0.00 2677.00

37 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification a. Granular Material PWD CSR 2023 - 2024, (V - 3), Page No 117, Item No 12.3 a V - 3 117 12.3 a m3 1168 0.00 0.00 1168.00

37 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. PWD CSR 2023 - 2024, (), Page No , Item No 12.4 12.4 2677 0.00 0.00 2677.00

38 M2702 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) PWD CSR 2023 - 2024, (V - 3), Page No 121, Item No 13.2 V - 3 121 13.2 m3 13087 0.00 0.00 13087.00

39 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. PWD CSR 2023 - 2024, (V-3), Page No 121, Item No 13.5 V-3 121 13.5 m 2070.00 0.00 0.00 2070.00

40 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification PWD CSR 2023 - 2024, (V-3), Page No 121, Item No 13.7. V-3 121 13.7. No 3271.00 0.00 0.00 3271.00

41 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PWD CSR 2023 - 2024, (V-3), Page No 121, Item No 13.8. V-3 121 13.8. m3 6727.00 0.00 0.00 6727.00

42 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) PWD CSR 2023 - 2024, (V-3), Page No 122, Item No 13.9. V-3 122 13.9. m3 11201.00 0.00 0.00 11201.00

43 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. PWD CSR 2023 - 2024, (V-3), Page No 123, Item No 13.14 V-3 123 13.14 m2 84.00 0.00 0.00 84.00

44 Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. PWD CSR 2023 - 2024, (V-3), Page No 124, Item No 13.16 V-3 124 13.16 m 1795.00 0.00 0.00 1795.00

45 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. a. Boulder Laid Dry Without Wire Crates. PWD CSR 2023 - 2024, (V - 3), Page No 129, Item No 14.1 a V - 3 129 14.1 a m3 1912 0.00 0.00 1912.00

46 Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. PWD CSR 2023 - 2024, (V-3), Page No 129, Item No 14.2 V-3 129 14.2 m3 2454.00 0.00 0.00 2454.00

47 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications a. Stone/Boulder PWD CSR 2023 - 2024, (V - 3), Page No 129, Item No 14.4 a V - 3 129 14.4 a m3 1912 0.00 0.00 1912.00

47 Curtain wall complete as per drawing and Technical specification b. Cement concrete Grade M15 PWD CSR 2023 - 2024, (V - 3), Page No 130, Item No 14.8 b V - 3 130 14.8 b m3 6166 0.00 0.00 6166.00

48 Providing and fixing of typical PWD type informatory sign board with Logo as per MORD specifications and drawing (Retro Reflective Traffic sign as per IRC 67 Clause 1701.3.8.1 Class A Typlr-1). i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PWD logo on top plate shall be as per clause 1701.4.6 PWD CSR 2023 - 2024, (V - 3), Page No 149, Item No 16.29 V - 3 149 16.29 no 15352.00 0.00 0.00 15352.00

49 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia PWD CSR 2023 - 2024, (V-3), Page No 146, Item No 16.15.C. V-3 146 16.15.C. m 3334.00 0.00 0.00 3334.00

#REF! Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (1200 mm Dia) Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. PWD CSR 2023 - 2024, (V - 3), Page No 146, Item No 16.15 a V - 3 146 16.15 a m 8422 0.00 0.00 8422.00

#REF! Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (1000 mm Dia) Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. PWD CSR 2023 - 2024, (V - 3), Page No 146, Item No 16.15 b V - 3 146 16.15 b m 7957 0.00 0.00 7957.00

#REF! Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (750 mm Dia) Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. PWD CSR 2023 - 2024, (V - 3), Page No 146, Item No 16.15 c V - 3 146 16.15 c m 3335 0.00 0.00 3335.00

#REF! 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. PWD CSR 2023 - 2024, (V - 3), Page No 149, Item No 16.28 V - 3 149 16.28 m3 6639 0.00 0.00 6639.00

49 Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99:2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge PWD CSR 2023 - 2024, (V - 3), Page No 78, Item No 8.53. V - 3 78 8.53. m 900 0.00 0.00 900.00

50 Precast chequered cement tiles 22 mm thick medium shade using 50% white cement, 50% ordinary cement PWD CSR 2023 - 2024, (V - 1), Page No A-31, Item No 636 V - 1 A-31 636 m2 450 0.00 0.00 450.00

51 Providing Cement mortar 1:6 (1 cement : 6 fine sand) including cost of all materials, labour and usage charges of machinery complete as per the direction of engineer incharge of work. PWD CSR 2023 - 2024, (V - 2), Page No A-31, Item No 3.6 V - 2 A-31 3.6 m3 3896 0.00 0.00 3896.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Savadatti PWD Belagavi Division Belagavi

No of Poles 105

POLE SUPPORTS 26

No of Disc Insulator 35 210

LT conductoring 6

0.00 road crossing 147 0.00

transformers 14

Estimate for Shifting of Electrical Poles

SI Item Code Description Unit Qty Rate Amount

1 1.1 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr LongSteel/RCC/PSCC supports as per approved Drawing.

2 1.1.1 Ordinary Soil Per Pit 105 629.00 66045.00

3 1.1.2 Hard Soil Per Pit 1132.00

4 1.01 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 Nos. 105 7076.00 742980.00

5 2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Nos. 105 1113.00 116865.00

6 1.06 PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018) as per REC Standards Nos. 26 4199.00 109174.00

7 2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Nos. 26 1113.00 28938.00

8 2.03 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018) No 105 879.00 92295.00

9 3.01 11 kV, Cross Arm with HT Top Support (glass reinforced hot pressed SMC compound) Sets 105 719.00 75495.00

10 6.05 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) Nos. 315 205.00 64575.00

11 6.08 DISC Insulator 45 kN Porcelain Nos. 35 510.00 17850.00

12 1.7 Digging of Pit for GUY SET

13 1.7.1 Ordinary Soil Per Pit 4 327.00 1308.00

14 1.7.2 Hard Soil Per Pit 629.00

15 1.7.4 Hard Rock Per Pit 997.00

16 6.05 Releasing of Rabbit Conductor Per KM/Wire 14.175 4012.00 56870.10

17 7.02 ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Kms 14.175 46234.00 655366.95

18 6.02 Stringing of Rabbit Conductor (including pin binding, providing jumps, dead ending, etc.,) Per KM/Wire 14.175 4361.00 61817.18

19 9.03 PG Clamp Rabbit to Rabbit No 315 102.00 32130.00

20 10.06 T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers Set 315 316.00 99540.00

21 2.05 LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018) No 6 289.00 1734.00

22 2.07 LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018) No 6 132.00 792.00

23 5.02 Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole Sets 6 160.00 960.00

24 5.01 Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole Set 6 160.00 960.00

25 6.03 1.1 kV Ceramic Pin Insulator (Shell only) Nos. 30 31.00 930.00

26 6.06 No. 8 Strain Insulator Nos. 30 27.00 810.00

27 2.16 Spiral Earth Electrode Nos. 131 239.00 31309.00

28 4.03 Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing Mtr 147 93.00 13671.00

29 24.01 11 kV, GOS a) 200 Amps, Single Break Set 5 9450.00 47250.00

30 13.02 Labour for 11 kV, GOS a) 200 Amps, Single Break Set 5 1104.00 5520.00

31 1.8.1 A) Base Concreting with CC 1:4: 8

32 1.8.1.a a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) Each 131 273.00 35763.00

33 1.8.1.b b Pole base for 9 Mtr Square Pole (650x650x150mm) Each 131 354.00 46374.00

34 1.8.2 B) Pole Concreting with CC 1:2:4 (without coping)

36 1.8.2.g Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement) Each 5 200.00 1000.00

37 Transporation by Head Load where ever there is no accessability for transporation by vechicle

38 21.02 for Poles 25 to 105 Mtr Per Pole 105 285.00 29925.00

39 22.02 For ACSR Conductors 25 to 105 Mtr Per KM 14.175 123.00 1743.53

40 Loading and unloading of Pole (loading of Pole to vehicles at stores and unloading at workspot) NOTE:- Consolidated amount for both loading and unloading.

41 26.02 9 Mtr RCC/PSCC Pole No 105 142.00 14910.00

42 5.06 Fixing of HT/LT Single Top Support Each 105 112.00 11760.00

43 3.01 Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing For 25/63/100 kVA Per Structure 14 5725.00 80150.00

44 21.04 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI Set 14 24064.00 336896.00

45 11KV, 5KN Polymeric Pin insulators (24mm Dia FRP Rod) 0.00

46 6.08 DISC Insulator 45 kN Porcelain No 35 510.00 17850.00

47 19.02 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR No 42 1584.00 66528.00

48 26.01 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018) Set 14 6401.00 89614.00

49 Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (44/6.19)Using 6ft. Copper bonded rod with backfill compound (44/6.19.2)

50 67.2 Caution/Danger Board No 14 150.00 2100.00

51 4.02 Anti Climbing Device (12 Mtr GI Barbed wire) No 14 89.00 1246.00

52 Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (43/6.18)

54 17.01 LT Protection Kit (Dwg No. For KPTCL & ESCOMs/GM/QS&S/10 Dtd 24.11.2018) No 14 2023.00 28322.00

56 20.01 11 kV, HG Fuse Unit with Solid Core Insulator 302122 852 (Dwg No. For KPTCL & ESCOMs/GM/QS&S/21 Dtd 24.11.2018) (3 Nos) Set 14 1069.00 14966.00

57 24.01 GOS as per IS-9921, IS-1977 174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018) Set 5 9450.00 47250.00

58 24.04 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/61 Dtd 24.11.2018) Set 14 4332.00 60648.00

59 27 Loading & Unloading of Transformer (when maintaince men for loading and unloading are not available in store) Loading

67 23.02 Transporation by Head Load where ever there is no accessability for transporation by vechicle 23 Distribution Transformer 25 kVA 25 to 105 Mtr Per TFR 570.00 0.00

68 24.02 Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr Per TFR 14 949.00 13286.00

70 26.01 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018) Set 0 6401.00 0.00

71 54.01 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 56 743.00 41608.00

72 54.02 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 56 676.00 37856.00

73 54.03 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 56 310.00 17360.00

74 54.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified 56 2172.00 121632.00

ESCOM DEPOSITE & SUPERVISION CHARGES 0% ₹ 0.00

Assistant Executive Engineer,

0 PWD Sub-Division Saundatti.

ESTIMATES FOR STREET LIGHT

S. No. Item Code DESCRIPTION UNIT Nos L B D TOTAL

1 ESCOM SR Page No 105 , I.Nos - 4.4.7 Fabricating,supplyinganderectionof...mslonghotdipGalvanizedConicalhotdipPolewithBSEN10025gradeS355JOsteelplateforshaft,IS2062forbaseplatewithdooropeningarrangements,includingsuitableboards,BakelitesheetandMCBsasperISspecificationssuitabletowithstandthewindspeedof47m/sfor.......mPoleinsinglesectionandsinglejointweldedasperIS9595/IS10178AWShavingdimensionsbottom.....mm,top...mmwith3mmthick,suitablebaseplateand4Nosof.........longJboltsalongwithtemplateandthePoleshallbehotdipgalvanizedinsingledippingwithnotlessthan65micronasperASTM-A123and153etc.,(excluding foundation) as per drawing appended. 9 m - Top 75 mm and Bottom 165 mm dia Each 67 21525.00 1442175.00 #REF! 25,399.50 4.4.7 20500

2 PWD ELE SR 46 of 105 11.8.4 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP-66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC-60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>130lm/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source -LED Streetlight 90 W each 134 15440.25 2068993.50 #REF!

3 PWD ELE SR 56 of 105 13.5 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. Each 134 170.10 22793.40 #REF! #REF!

4 ESCOM SR 13of 81 32.05 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) KM 2.010 148934.10 299357.54

6 ESCOM SR Page No 105 , I.Nos - 1.3.4 SupplyingheavygaugePVCConduitPipe....dia.......mmthickwithsuitablesizebends,metaljunctionboxesadhesivepasteetc.,bygroovecuttinginthewallandfixingbybracingUorJhooksandcementplasteringuptothewallsurfaceandrunwith18SWGGIfishwire run throughout the conduit wherever necessary. 40 mm dia 2.5 mm thick Mtr 1675 145.95 244466.25 1.3.4 139

7 PWD ELE SR PART1 6 oof 105 2.5.8 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:2010 - 3C X 2.5 Sq.mm Mtr. 1675.00 118.65 198738.75

8 PWD ELE SR PART 5 of 105 2.3.5 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 6 sqmm Mtr. 40 96.60 3864.00

For Panel Box 2 20 40

9 ESCOM PART 4 52 of 81 21.05 Laying of Cable in Existing Trench/GI Pipe/Stone Ware/RCC Hume pipe Using Wooden/Aluminium Rollers as Directed by the Department Staff - LT Cable - 2.5 to 25 Sqmm KM 2.010 21930.30 44079.90

10 ESCOM 27 of 81 60.02 Aluminium End Terminal (Lug) - 16 sqmm NO 536 2.10 1125.60

11 ESCOM 27 of 81 60.03 Aluminium End Terminal (Lug) - 25 sqmm NO 4 3.15 12.60

For Panel Box 2 2 4

12 WR SR page 157 page, 13.39 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. Job 4 3937.50 15750.00

For Panel Box 2 2 4

13 ESCOM 5 of 81 8.02 Guy Wire and GI wire - 8 SWG GI Wire ( 4.064 mm Dia ) Std Wt : 125KG/KM MT 0.750 78792.00 59094.00

For Panel Box 5 150 750.00

14 KPWD CIVIL SR 1.6.1 page no 6 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. 1.6.1 In all kinds of soils. Depth upto 1.50m mtr 1206.00 508.20 612889.20

67 0.6 1206.00 length link

15 KPWD SR vol 1 page 8 , 1.14.1 Earth work for Foundation by mechanical means for all works & depth up to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth 0r sortung & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenace required to complete the work. In all kinds of soils Depth up to 3m . Cum 110.55 107.10 11839.91

16 KPWD SR vol 1 page 15, 2.1.3 Providing and laying in position plain cement concrete for levelling course fo all works in foundation. The granite/trap/basalt crushed graded course 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 and 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. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates. ( The cost of steel reinforcement & formwork shall be paid separately) Cum 5.42200 6,288.45 34095.98

17 KPWD SR vol 1 page 16, 2.3.1 Providing and laying in Reinforced cement conrete fo all basement and surface level works, return walls, retaining walls, sunken floors etc., The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS codes machine mixedwith super plasticisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead and lifts, cost of all materials of quality, 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 and down size graded crushed coarse aggregates. ( CSR 2022, A(68) , I no. 2.3.1 Cum 68.6080 6,639.15 455498.80

18 KPWD SR vol 1 page 18, 2.11 ,a 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. for foundation tonne 3.0150 93,929.85 283198.50

Steel Qty Check 20.47 kg/pole 8 mm DIA , 12 MM

19 PWD ELE SR 20 of 105 5.42.1 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG sq.cms 45600.00 0.53 23940.00

Front and Rear side of the panel Board 2 90 60.00 10800.00

Top and Bottom of the panel board 2 90 40.00 7200.00 5.44 14520

Right and left side of the panel board 2 60 40.00 4800.00

For Panel Box 22800 2 45600.00

20 PWD ELE SR 20 of 105 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm Mtr 40 414.75 16590.00

For Panel Box 2 20 40.00

21 PWD ELE SR 19 of 105 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 10 540.75 5407.50

For Panel Box 2 5 10 Changed Panel box

22 PWD ELE SR 18 of 105 5.18.9 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 - 50-63 A TPN Each 2 3242.40 6484.80

For Panel Box 2 1 2

23 PWD ELE SR 17 of 105 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps SP Each 2 435.75 871.50

For Panel Box 2 2

25 PWD ELE SR 16 of 105 5.14.5 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947 - 100 to 125 A Each 4 10648.05 42592.20 2 nos is ok for 1 box

For Panel Box 4 4

26 PWD ELE SR 21 of 105 5.48 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Each 4 5085.15 20340.60

For Panel Box 4 4

27 PWD ELE SR 14 of 105 5.7.2 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. - 32Amps Each 4 253.05 1012.2

For Panel Box 4 4

ESCOM SR Page No 106 , I.Nos - 5.30. Supplying, fixing and wiring Electronic Trivector Meter(ETV) 5to20 A single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 2 1380 2760.0

For Panel Box 2 2

ESCOM SR Page No 81 , I.Nos - 46.03. Service Connection Accessories FGRP Aerial Fuse Board 30 Amps - 4 Way nos 2 938.70 1877.4

For Panel Box 2 2

ESCOM DEPOSITE & SUPERVISION CHARGES per kw 12100

Name of Work : Providing and Laying of HDPE Distribution Pipelinealong PWD road from Hanuman Temple to APMC Gate under Self Execution work (PWD, Sub-Division, Saundatti)

Sl No. Description Amount

1 Estimate For providing & laying of HDPE pipeline75, 90,110,16 mm dia and 219 mm MS Rising Main 3658152.00

2 Providing Water Supply house service connections complete 1101875.00

Total 5616831.86

Rounding Off 8076.42

Grand Total 5624908.28

Assistant Executive Engineer, Executive Engineer,

K.U.W.S & D Board Sub-Division , K.U.W.S & D Board Division ,

Bailhongal. Belagavi.

Name of Work : Providing and Laying of HDPE Distribution Pipelinealong PWD road from Hanuman Temple to APMC Gate under Self Execution work (PWD, Sub-Division, Saundatti)

Sl.no Description Unit Qty Rate Amount

1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out,construction of shoring, strutting, barricading, caution lights, bracing, usingsight rails & bonding rods at every 100 mm wherever necessary as directed,removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. #REF!

a) Excavation for 75,90,110,160 mm pipes in Zone -1

b) Excavation for 75,90,110,160 mm pipes in Zone -3

c) Excavation for 219 mm 5.60 thick M S Pure water Rising Main to 5 LL OHT @ Renuka Nagar pipes in Zone -3

In all kinds of soil - Depth upto 1.5m - cum 5306.82 262.00 1390386.84 87

2 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be usedGrade

3 Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). For MS Pipes of 219mm dia Note: a) No Negative tolerance in respect of thickness is pemissible. b) Basic Cost of MS Plate is considered as Rs.71,700/- per MT c) The pipe costs are FOR destination anywhere in Karnataka.

219 mm 5.60 mm thick M S Pipe Rmt 729.00 1009.00 735561.00

3.1 Add Specials for MS Pipes towards Bends - 5% of Pipe cost 36778.05

4 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications cum 5306.82 160.00 849091.20

5 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete

6 Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves. with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation.For PN 10.0 etc. complete

7 Rounding Off 0.00

Total Amount 3658152.00

Assistant Executive Engineer, Executive Engineer,

K.U.W.S & D Board Sub-Division , K.U.W.S & D Board Division ,

Bailhongal. Belagavi.

Estimate for Providing Individual House service connection

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

1 Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE pipe (PE80) PN 12.5 manufactured in accordance with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. “A” class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making “U” shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on the distribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. 175.00 Nos. 3589.20 1489

If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black color pipe of PN 16 / SDR 11 or Higher grade conforming to standards with brass cutter, flow regurator,water tight cap with O’ring ,long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road surface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete. 15mm dia. (RA-39)

0 to 2 Mtr Length 50.00 Nos. 6547.00 327350.00

For 2 to 3 Mtr Length 25.00 Nos. 7492.00 187300.00

For 3 to 6 Mtr Length 25.00 Nos. 10327.00 258175.00

For 6 to 9 Mtr Length 25.00 Nos. 13162.00 329050.00

4 Miscellaneous and unforeseen and rounding off 0.00 11851

Grand Total 1101875.00

Assistant Executive Engineer, Executive Engineer,

K.U.W.S & D. Board Sub-Division, K.U.W.S & D. Board Division,

Bailhongal Belagavi.

Sl. No. Specification CDSR 2023-24 / CSR - 2023-24 Unit Basic Rate Cost of Cement Excluding cost of cement in basic rate Add area weitage for Municipal Limits Cement rate as per PWD SR Total Col.7+8+9 (Finishing rate)

1 Earth work excavation for pipeline trenches in all kinds of soils by manual alIn all kinds of soils Depth upto 3 m Vol-I, P-10,I-1.17.1 Cum 262.00 0.00 0.00 262.00 0.00 0.00 262.00

b).Earth work excavation for pipelines/cables by Manual means upto 600 mm(Depth 1.5m to 3.0m Vol-I, P-10,I-1.17.2 Cum 331.00 0.00 0.00 331.00 0.00 0.00 331.00

3 Refilling pipeline trenches and foundation with selected avalible earth from trench Vol-I, P-7,I-1.10 cum 160.00 0.00 0.00 160.00 0.00 160.00

4 Providing & Supplying HDPE Grade - PE 100, PN 8 KSC pipes coforming to IS 4984:1995 with Add Basic Rate+ 34% CDSR 21-22 P-127

Pipe Cost 152.00 Item rate 238.00

Pipe Cost 214 Item rate 311.00

Pipe Cost 321.00 Item rate 456.00

Pipe Cost 715.00 Item rate 899.00

Pipe Cost 3027.00 Item rate 4036.00

5 Supplying UNPLASTICISED PVC pipes confirming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and Vol-5, P-113,I-10.2.10 RMT 697.00 0.00 0.00 697.00 0.00 697.00 629.61 47.39

7 Providing Random rubble masonry with Hard Vol-2, P-9 & I-5.1.1 cum 5611.00 1.65 0.00 5611.00 0.00 0.00 5611.00

8 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE 80mm PN-10 Vol-5, P-22,I-2.23.2 nos 10393.00 0.00 0.00 10393.00 0.00 0.00 10393.00

9 9.6 Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) 9.6.1 Light shade pigment using white cement m2 Vol-2, P-59,I-9.6.2 m2 1269.00 0.00 0.00 1269.00 0.00 0.00 1265.00

10 Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal Vol-5, P-28,I-2.35.2 nos 29005.00 0.00 0.00 29005.00 0.00 0.00 29005.00

11 Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE 0 To 2 m Vol-5, P-21,I-2.21.1 nos 6547.00 0.00 0.00 6547.00 0.00 0.00 6547.00

12 Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE 2 To 6m Vol-5, P-21,I-2.21.1 nos 9523.00 0.00 0.00 9523.00 0.00 0.00 9523.00

13 Providing and laying in position plain cement concrete for levelling course for all works in foundation. Mix 1:3:6 Using 40mm nominal size graded ccrushed coarse aggregates Vol-1 I-2.1.3 P-15 cum 5989.00 4.40 0.00 5989.00 0.00 0.00 5989.00

14 Providing and laying in position plain cement concrete for levelling course for all works in foundation. Mix 1:3:6 Using 20mm nominal size graded ccrushed coarse aggregates Vol-1, Vol.II-2.1.4 P-15 cum 6217.00 4.40 0.00 6217.00 0.00 0.00 6217.00

15 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone Vol.II,I-8.3.1.1P-41 Sqmt 354.00 0.38 0.00 354.00 0.00 0.00 354.00

16 Providing Thermo-Mechanically Treated bars of grade Fe-500D Vol -1 Pg No.: 18It. No.2.11.h MT 79011.00 79011.00 0.00 79011.00

17 Providing Brick work with common burnt clay Non Modular bricks of class Vol.II-6.1 P-13 cum 8220.00 0.38 0.0 8220.00 0.00 0.00 8220.00

18 Providing and laying in position Reinforced cement concrete for all Super structures of building Vol.1,I-2.5.1 P-16 cum 6630.00 6.40 0.00 6630.00 0.00 0.00 6630.00

19 Providing and fixing MS inspection door of size 60 cms x 60 cms, Vol.5,I-7.3 P-85 nos 2140.00 0.00 2140.00 0.00 2140.00

20 Providing PVC-U INDIVIDUAL U.G.D House Vol-5, P-208,I-16.60.1 nos 8134.00 0.00 8134.00 0.00 8134.00

Assistant Executive Engineer, Executive Engineer,

K.U.W.S. & D. Board, Sub-Division, K.U.W.S. & D. Board Division,

Bailhongal. Belagavi.

RATE ANALYSIS FOR ELECTRICAL WORKS

SL. No Description Unit Pg.No Item Code Voume, Page No, item No Basic Rate Lift charge Total Area weightage GST Total Item. No. I.No.

SR Page No 0% 0% UNI SR 2023 - 2024 V – 6

1 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel /RCC/PSCC supports as per approved Drawing. 1.1 11 KV

1.1 Ordinary Soil Per Pit 43 of 81 1.1.1 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.43 of 81,Item. No.1.1.1 1 629 629 0 0 629 For KPTCL & ESCOMs

1.2 Hard Soil Per Pit 43 of 81 1.1.2 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.43 of 81,Item. No.1.1.2 1 1132 1132 0 0 1132

2 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 Nos. 3 of 81 1.01 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.3 of 81,Item. No.1.01 12 7076 7076 0 0 7076

Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth 44 of 81 2.02 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.44 of 81,Item. No.2.02 1113 1113 0 0 1113

3 Labour charges for fixing of RCC Pole - 9 Mtr Long, 145 Kg WL Nos. 2.02 UNI SR 2023 - 2024 V – 6 ,11 KV- Pg. No.,Item. No.2.02 12 0 Item Deleted 0 0 0 0

4 PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards Nos. 3 of 81 1.06 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.3 of 81,Item. No.1.06 2 4199 4199 0 0 4199

5 Labour charges for fixing of PSCC Pole - 9 Mtr Long, 200 Kg WL Nos. II.B UNI SR 2023 - 2024 V – 6 ,11 KV- Pg. No.,Item. No.II.B 2 1166 1166 0 0 1166

6 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/03 Dtd 24.11.2018) No 3 of 81 2.03 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.3 of 81,Item. No.2.03 6 879 879 0 0 879

7 11 kV, Cross Arm with HT Top Support (glass reinforced hot pressed SMC compound) No 4 of 81 3.01 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.4 of 81,Item. No.3.01 6 719 719 0 0 719

8 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) Nos. 2 6.06 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.2,Item. No.6.06 18 205 205 0 0 205

9 DISC Insulator 45 kN Porcelain Nos. 2 6.09 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.2,Item. No.6.09 12 510 510 0 0 510

10 Digging of Pit for GUY SET 1.7 UNI SR 2023 - 2024 V – 6 ,11 KV- Pg. No.,Item. No.1.7 0 0 0

11 Ordinary Soil Per Pit 44 of 81 1.7.1 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.44 of 81,Item. No.1.7.1 4 327 327 0 0 327

12 Hard Soil Per Pit 44 of 81 1.7.2 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.44 of 81,Item. No. 1.7.2 629 629 0 0 629

13 Hard Rock Per Pit 44 of 81 1.7.4 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.44 of 81,Item. No.1.7.4 997 997 0 0 997

15 Releasing of Rabbit Conductor Per KM/Wire 46 of 81 7.04 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.46 of 81,Item. No.7.04 1 4012 4012 0 0 4012

16 ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Kms 5 of 81 7.02 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.5 of 81,Item. No.7.02 1 46234 46234 0 0 46234

17 Stringing of Rabbit Conductor (including pin binding, providing jumps, dead ending, etc.,) Per KM/Wire 46 of 81 6.02 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.46 of 81,Item. No.6.02 1 4361 4361 0 0 4361

18 PG Clamp Rabbit to Rabbit No 6 of 81 9.02 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.6 of 81,Item. No.9.02 18 102 102 0 0 102

19 T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers Set 6 of 81 10.06 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.6 of 81,Item. No.10.06 18 316 316 0 0 316

20 LT 4 Pin Cross Arm - MS (Dwg No. BESCOM/ GM/QS&S/32 Dtd 24.11.2018) No 4 of 81 2.05 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.4 of 81,Item. No.2.05 25 289 289 0 0 289

21 LT 2 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018) No 4 of 81 2.07 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.4 of 81,Item. No.2.07 25 132 132 0 0 132

22 Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole Sets 2 5.02 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.2,Item. No.5.02 25 160 160 0 0 160

23 Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole Set 2 5.01 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.2,Item. No.5.01 25 160 160 0 0 160

24 1.1 kV Ceramic Pin Insulator (Shell only) Nos. 5 of 81 6.03 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.5 of 81,Item. No.6.03 125 31 31 0 0 31

25 No. 8 Strain Insulator Nos. 5 of 81 6.07 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.5 of 81,Item. No.6.07 12 27 27 0 0 27

26 Spiral Earth Electrode Nos. 4 of 81 2.16 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.4 of 81,Item. No.2.16 25 239 239 0 0 239

27 Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing Mtr 4 of 81 4.03 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.4 of 81,Item. No.4.03 500 93 93 0 0 93

28 11 kV, GOS a) 200 Amps, Single Break Set 11 of 81 24.01 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.11 of 81,Item. No.24.01 1 9450 9450 0 0 9450

29 Labour for 11 kV, GOS a) 200 Amps, Single Break Set 48 of 81 13.02 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.48 of 81,Item. No.13.02 1 1104 1104 0 0 1104

30 A) Base Concreting with CC 1:4: 8 1.8.1 0 0 0

31 a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) Each 1 1.8.1.a Labour BESCOM - Part-IV - 11 kV Labour Common SR 2021-22, Pg. No 1 I.No.1.8.1.a 25 273 273 0 0 273 Old Rate

32 b Pole base for 9 Mtr Square Pole (650x650x150mm) Each 1 1.8.1.b Labour BESCOM - Part-IV - 11 kV Labour Common SR 2021-22, Pg. No 1 I.No.1.8.1.b 25 354 354 0 0 354 Old Rate

33 B) Pole Concreting with CC 1:2:4 (without coping) 1.8.2 0 0 0 Old Rate

34 9 Mtr support (650x500x1700mm) Each 1 1.8.2.a Labour BESCOM - Part-IV - 11 kV Labour Common SR 2021-22, Pg. No 1 I.No.1.8.2.a 25 3158 3158 0 0 3158 Old Rate

35 Guy concreting with Boulders, Mud & SandAs per Drawing No. BESCOM/GM/CP/7/dt: 24.10.07.(with out cement) Each 1 1.8.2.g Labour BESCOM - Part-IV - 11 kV Labour Common SR 2021-22, Pg. No 1 I.No.1.8.2.g 4 200 Item Deleted 200 0 0 200 Old Rate

36 Transporation by Head Load where ever there is no accessability for transporation by vechicle 0 0

37 for Poles 25 to 105 Mtr Per Pole 50 of 81 21.02 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.50 of 81,Item. No.21.02 25 285 285 0 0 285

38 For ACSR Conductors 25 to 105 Mtr Per KM 50 of 81 17.02.2 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.50 of 81,Item. No.17.02.2 6 123 123 0 0 123

39 Loading and unloading of Pole (loading of Pole tovehicles at stores and unloading at workspot) NOTE:- Consolidated amount for both loading and unloading. 0 0

40 9 Mtr RCC/PSCC Pole No 51 of 81 17.05.2 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.17.05.2 25 142 142 0 0 142

41 Fixing of HT/LT Single Top Support Each 45 of 81 5.06 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.45 of 81,Item. No.5.06 25 112 112 0 0 112

42 Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing For 25/63/100 kVA Per Structure 44 of 81 3.01 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.44 of 81,Item. No.3.01 1 5725 5725 0 0 5725

43 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI Set 9 of 81 21.04 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.9 of 81,Item. No.21.04 1 24064 24064 0 0 24064

11KV, 5KN Polymeric Pin insulators (24mm Dia FRP Rod) 0 0 0

44 DISC Insulator 45 kN Porcelain No 5 of 81 6.08 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.5 of 81,Item. No.6.08 12 510 510 0 0 510

46 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR No 9 of 81 19.02 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.9 of 81,Item. No.19.02 3 1584 1584 0 0 1584

47 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. BESCOM/GM/QS&S/35 & 63 Dtd 24.11.2018) Set 12 of 81 26.01 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.12 of 81,Item. No.26.01 1 6401 6401 0 0 6401

48 Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (44/6.19)Using 6ft. Copper bonded rod with backfill compound (44/6.19.2) 1 kit 55 of 81 12.60.2 UNI SR 2023 - 2024 V – 6 ,11 KV- Pg. No.55 of 81,Item. No.12.60.2 6 6230.00 6230 0 0 6230

19 Caution/Danger Board No 32 of 81 68.17 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.32 of 81,Item. No.68.17 4 150 150 0 0 150

50 Anti Climbing Device (12 Mtr GI Barbed wire) No 4 of 81 4.02 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.4 of 81,Item. No.4.02 4 89 89 0 0 89

51 Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (43/6.18) 0 0

52 8 SWG GI Wire (44/6.18.3) Mtr 6.18.3 300 19.00 Item Deleted 19 0 0 19 Old Rate

53 LT Protection Kit (Dwg No. BESCOM/GM/QS&S/10 Dtd 24.11.2018) No 9 of 81 17.01 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.9 of 81,Item. No.17.01 2 2023 2023 0 0 2023

54 LT Wiring Kit 63/100 KVA (87/15.17.1) Set 15.17.1 2 4248.20 Item Deleted 4248.2 0 0 4248.2 Old Rate

55 11 kV, HG Fuse Unit with Solid Core Insulator (Dwg No. BESCOM/GM/QS&S/21 Dtd 24.11.2018) (3 Nos) Set 9 of 81 20.01 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.9 of 81,Item. No.20.01 1 1069 1069 0 0 1069

56 GOS as per IS-9921, IS-1977 11 kV, 200 Amps Single Break GOS (Dwg No. BESCOM/GM/QS&S/23 Dtd 24.11.2018) Set 11of 81 24.01 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.11of 81,Item. No.24.01 1 9450 9450 0 0 9450

57 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS Set 11of 81 24.06 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.11of 81,Item. No.24.06 1 4332 4332 0 0 4332

58 27 Loading & Unloading of Transformer (when maintaince men for loading and unloading are not available in store) Loading 1 0 0 0

58.1 25 kVA No 51 of 81 18.01 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.18.01 285 285 0 0 285

58.2 63 kVA No 51 of 81 18.02 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.18.02 285 285 0 0 285

58.3 100 kVA No 51 of 81 18.03 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.18.03 1 427 427 0 0 427

Un loading 0 0 0

58.4 25 kVA No 162 No 51 of 81 18.06 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.18.06 285 285 0 0 285

58.5 63 kVA No 51 of 81 18.07 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.18.07 285 285 0 0 285

58.6 100 kVA No 51 of 81 18.08 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.18.08 1 427 427 0 0 427

59 Transporation by Head Load where ever there is no accessability for transporation by vechicle 23 Distribution Transformer 25 kVA 25 to 105 Mtr Per TFR 50 of 81 17.03.2 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.50 of 81,Item. No.17.03.2 570 570 0 0 570

60 Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr Per TFR 50 of 81 17.04.2 Labour UNI SR 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.50 of 81,Item. No.17.04.2 1 949 949 0 0 949

61 DP Set (2 Pole Strucrure Kit) as per IS-1977 Set 8 26.01 Material UNI SR 2023 - 2024 V – 6 ,11 KV-Material Pg. No.8,Item. No.26.01 6401 6401 0 0 6401

62 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS Set 12 of 81 27.01 UNI SR 2023 - 2024 V – 6 ,11 KV- Pg. No.12 of 81,Item. No.27.01 13793 13793 0 0 13793

63 (Dwg No. BESCOM/GM/QS&S/35 & 63 Dtd 24.11.2018) 0 0 0

64 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg No 22 of 81 55.01 UNI SR 2023 - 2024 V – 6 ,11 KV- Pg. No.22 of 81,Item. No.55.01 54.01 743 743 0 0 743

65 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each No 22 of 81 51.02 UNI SR 2023 - 2024 V – 6 ,11 KV- Pg. No.22 of 81,Item. No.51.02 54.02 676 676 0 0 676

66 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag Bag 22 of 81 51.03 UNI SR 2023 - 2024 V – 6 ,11 KV- Pg. No.22 of 81,Item. No.51.03 54.03 310 310 0 0 310

67 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified No 22 of 81 51.04 UNI SR 2023 - 2024 V – 6 ,11 KV- Pg. No.22 of 81,Item. No.51.04 54.04 2172 2172 0 0 2172

0.45 DB 8mm dia 200 C/C

MB 10mm dia 200C/C

TYPICAL CROSS SECTION OF MEDIAN

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti. PWD Belagavi Division Belagavi

No of sides From To Length (m) Width Heigth Side wall Th. Bottom slab Th. Top slab Th.

ESTIMATION FOR STEEL CONSUMPTION

At Ch 107.95 to 108.83 km

Size 1.00 X 0.45 1 STEEL DENSITY 7850

Concrete quantity Steel quantity Total WT

SL No TYPE Sides No of sides L B D Qty Shape of Bar DIA C/C LENGTH NO UNIT WT WT Shape of Bar DIA C/C LENGTH NO UNIT WT WT Total WT Kg/Cum

2 Side wall LHS 2 900 0.10 0.45 81 Item sides Estimate qty BBS qty Diff qty Kg/cum

` Steel Bottom & sides 0.00 10.06 -10.06 59

Top slab 0.00 #REF! #REF! #REF!

Estimate qty 69 2.76

BBS qty 171.00 10.06

Recapitulation sheet

Concrete Pavement Maintenance for 3rd, 4th and 5th Year

Sl No Item of work Unit Qty Rate Amount

1 Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately)

Consider the 2% of paved area for maintenance (Refer SI No 09 of Sub Est -01 ) m2 147.61 484.00 71445.37

2 Paver Block (Factory made) 80 mm th (SR 2023-24 Vol No III, Page No: A-12 , Item No:80)

Consider the 2.5% of paved area for new pavers (Refer SI No 10 of Sub Est -01 ) m2 0.00 720.00 0.00

2 Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material

Consider the 5% of M-40 concrete area for maintenance (Refer SI No07 of Sub Est -10 ) m 220.19 64.00 14092.28

Total (3rd Year) 85537.65

3 Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately)

Consider the 3% of paved area for maintenance (Refer SI No 09 of Sub Est -01 ) m2 221.42 484.00 107168.05

5 Paver Block (Factory made) 80 mm th (SR 2023-24 Vol No III, Page No: A-12 , Item No:80)

Consider the 3 % of paved area for new pavers (Refer SI No 10 of Sub Est -01 ) m2 0.00 720.00 0.00

4 Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material

Consider the 15% of M-40 concrete area for maintenance (Refer SI No07 of Sub Est -10 ) m 660.58 64.00 42276.84

Total (4th Year) 149444.89

5 Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately)

Consider the 5% of paved area for maintenance (Refer SI No 09 of Sub Est -01 ) m2 369.04 484.00 178613.42

8 Paver Block (Factory made) 80 mm th (SR 2023-24 Vol No III, Page No: A-12 , Item No:80)

Consider the 5% of paved area for new pavers (Refer SI No 10 of Sub Est -01 ) m2 0.00 720.00 0.00 0.00

6 Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material

Consider the 20% of M-40 concrete area for maintenance (Refer SI No -07 of Sub Est -10 ) m 880.77 64.00 56369.12

7 Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material

Total(5th Year ) 234982.54

Section Officer, Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division, Savadatti PWD Division, Belagavi

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(Paragraph 130 (a) of the Karnataka Public Works Departmental Code)

RATE ANALYSIS (As per SR of P W D Circle Dharwad for the year 2023-24)

SL NO. DESCRIPTION Unit Vol Page No Item No / SI No Basic rate Constant Add difference in cost of materials Sub Total Area weightage % Finished Rate Net Rate

Part B-3rd, 4th and 5th Year Maintenance

1 Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) m2 III 95 10.16 484.00 0.00 484.00 484.00

2 Paver Block (Factory made) 80 mm th (SR 2023-24 Vol No III, Page No: A-12 , Item No:80) m2 III A-12 80.0 720.00 0.00 720.00 720.00

3 Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material m III 92 10.9 64.00 0.00 64.00 64.00

Section Officer, Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division, Savadatti PWD Division, Belagavi

RATE ANALYSIS FOR ROAD

PWD CSR 2023 - 2024

Sl. No. Specifications PWD CSR 2023 - 2024 Volume Page No Item no. Unit Basic rate Area Wt Form work Net Rate

1 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) PWD CSR 2023 - 2024, (V - 1), Page No 7, Item No 1.7 V - 1 7 1.7 m3 119 0.00 0.00 119.00

2 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. If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there of Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation. PWD CSR 2023 - 2024, (V - 1), Page No 7, Item No 1.8. V - 1 7 1.8. m3 474 0.00 0.00 474.00

3 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.12. V - 1 8 1.12. m3 95 0.00 0.00 95.00

4 Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In Ordinary / Soft rock upto 300 mm depth PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.13 V - 1 8 1.13 m3 362 0.00 0.00 362.00

5 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 PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.14.1 V - 1 8 1.14.1 m3 102 0.00 0.00 102.00

6 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 ordinary/soft rock without blasting upto 1.5 m depth PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.15.1 V - 1 8 1.15.1 m3 363 0.00 0.00 363.00

7 Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification PWD CSR 2023 - 2024, (V-1), Page No 11, Item No 1.23 V-1 11 1.23 m3 2682.00 0.00 0.00 2682.00

8 Steel Fabrication c. Sub structure of Bridges 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 PWD CSR 2023 - 2024, (V - 1), Page No 18, Item No 2.11 c V - 1 18 2.11 c Ton 87532 0.00 0.00 87532.00

9 Steel Fabrication c. Super structure of Bridges 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 PWD CSR 2023 - 2024, (V - 1), Page No 18, Item No 2.11 d V - 1 18 2.11 d Ton 87758 0.00 0.00 87758.00

10 Steel Fabrication h. All other type of Structures 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 PWD CSR 2023 - 2024, (V - 1), Page No 18, Item No 2.11 h V - 1 18 2.11 h Ton 80019 0.00 0.00 80019.00

11 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 PWD CSR 2023 - 2024, (V - 1), Page No 15, Item No 2.1.3 V - 1 15 2.1.3 m3 5918 0.00 0.00 5918.00

12 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. 2.1.4 Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 15, Item No 2.1.4 V - 1 15 2.1.4 m3 6147 0.00 0.00 6147.00

13 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 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. (Including cost of steel reinforcement & formwork) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16 & 17, Item No 2.4.1 V - 1 16 & 17 2.4.1 m3 6327 0.00 8% 506.16 6833.16

14 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 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. (Including cost of steel reinforcement & formwork) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16 & 17, Item No 2.4.1 V - 1 16 & 17 2.4.1 m3 6327 0.00 5% 316.35 6643.35

15 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. 2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.4.2 V - 1 16 2.4.2 m3 6221 0.00 8% 497.68 6718.68

16 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. 2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.4.2 V - 1 16 2.4.2 m3 6221 0.00 35% 2177.35 8398.35

16 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. 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.4.3 V - 1 16 2.4.3 m3 6227 0.00 8% 498.16 6725.16

17 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. 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.4.3 V - 1 16 2.4.3 m3 6227 0.00 20% 1245.40 7472.40

18 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.5.2 V - 1 16 2.5.2 m3 6734 0.00 8% 538.72 7272.72

19 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. 2.5.3 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.5.3 V - 1 16 2.5.3 m3 6891 0.00 20% 1378.20 8269.20

96 Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD CSR 2023 - 2024, (V- 2), Page No 41, Item No 8.3.2 V- 2 41 8.3.2 m2 333 0.00 0.00 333.00

1 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer A) In area of light jungle PWD CSR 2023 - 2024, (V - 3), Page No 9, Item No 2.5(ii) a V - 3 9 2.5(ii) a 100m2 393.00 0.00 0.00 393.00

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 (ii) By Mechanical means a. Cement Concrete Grade M-15 & M-20 PWD CSR 2023 - 2024, (V - 3), Page No 10, Item No 2.8 (ii) A V - 3 10 2.8 (ii) A m3 719 0.00 0.00 719.00

3 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 (ii) By Mechanical means a. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means PWD CSR 2023 - 2024, (V - 3), Page No 10, Item No 2.11 II A V - 3 10 2.11 II A m3 180 0.00 0.00 180.00

4 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.

5 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. A. Upto 600 mm dia PWD CSR 2023 - 2024, (V - 3), Page No 11, Item No 2.17 (ix) A V - 3 11 2.17 (ix) A m 957 0.00 0.00 957.00

6 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. (B) Above 600 mm to 900 mm dia Hume PWD CSR 2023 - 2024, (V - 3), Page No 11, Item No 2.17 (ix) B V - 3 11 2.17 (ix) B m 1096 0.00 0.00 1096.00

7 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. (C) Above 900 mm dia Hume pipe PWD CSR 2023 - 2024, (V - 3), Page No 11, Item No 2.17 (ix) C V - 3 11 2.17 (ix) C m 1374 0.00 0.00 1374.00

8 Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. PWD CSR 2023 - 2024, (V - 3), Page No 12, Item No 2.19 V - 3 12 2.19 m3 563 0.00 0.00 563.00

9 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.4 (ii) V - 3 17 3.4 (ii) m2 5 0.00 0.00 5.00

10 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 PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.5 V - 3 17 3.5 m2 6 0.00 0.00 6.00

11 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 PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.6 V - 3 17 3.6 m3 493 0.00 0.00 493.00

12 Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.7 V - 3 17 3.7 m3 105 0.00 0.00 105.00

#REF! 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 B) For Grading -V Material PWD CSR 2023 - 2024, (V-3), Page No 23, Item No 4.2.(B) (5) V-3 23.0 4.2.(B) (5) m3 2359 0.00 0.00 2359.00

#REF! 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 roller to achieve the desired density. PWD CSR 2023 - 2024, (V - 3), Page No 26, Item No 4.17 V - 3 26 4.17 m3 2559 0.00 0.00 2559.00

#REF! Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. PWD CSR 2023 - 2024, (V - 3), Page No 31, Item No 5.1.A (i) V - 3 31 5.1.A (i) m2 63 0.00 0.00 63.00

#REF! Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. PWD CSR 2023 - 2024, (V - 3), Page No 31, Item No 5.3 - (i) V - 3 31 5.3 - (i) m2 18 0.00 0.00 18.00

#REF! Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. PWD CSR 2023 - 2024, (V - 3), Page No 31, Item No 5.4 - (ii) V - 3 31 5.4 - (ii) m2 22 0.00 0.00 22.00

#REF! Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA. Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. PWD CSR 2023 - 2024, (V - 3), Page No 35, Item No 5.12.(B) V - 3 35 5.12.(B) m3 12469.00 0.00 0.00 12469.00

#REF! Bituminous Concrete Grading II for traffic <20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects PWD CSR 2023 - 2024, (V - 3), Page No 38, Item No 5.16(c) V - 3 38 5.16(c) m3 14764.00 0.00 0.00 14764.00

Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing PWD CSR 2023 - 2024, (V - 3), Page No 49, Item No 6.1. V - 3 49 6.1. m3 4920.00 0.00 0.00 4920.00

Pavement Quality Concrete using paver - M40 Grade Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, onstruction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 420 kg/m3. PWD CSR 2023 - 2024, (V - 3), Page No 49, Item No 6.2.1 V - 3 49 6.2.1 m3 9061.00 0.00 0.00 9061.00

Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 gradee foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M15 grade for kerb base PWD CSR 2023 - 2024, (63), Page No 8.2 (a), Item No V-3 63 8.2 (a) V-3 m 242 0.00 0.00 242.00 0.00

Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 PWD CSR 2023 - 2024, (27), Page No 4.19, Item No V-3 27 4.19 V-3 m3 367 0.00 0.00 367.00 0.00

Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. PWD CSR 2023 - 2024, (64), Page No 9.32, Item No V-2 64 9.3 V-2 m3 1145 0.00 0.00 1145.00

Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification PWD CSR 2023 - 2024, (11), Page No 1.23, Item No V-1 11 1.23 V-1 m3 2682 0.00 0.00 2682.00

#REF! Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.

#REF! 90 cm equilateral triangle PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (ii) V - 3 64 8.5 A (ii) each 4671 0.00 0.00 4671.00

#REF! 60 cm equilateral triangle PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (iv) V - 3 64 8.5 A (iv) each 3562 0.00 0.00 3562.00

#REF! 60 cm circular PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (viii) V - 3 64 8.5 A (viii) each 4284 0.00 0.00 4284.00

#REF! 80 mm x 60 mm rectangular PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (x) V - 3 64 8.5 A (x) each 5404 0.00 0.00 5404.00

#REF! 60 cm x 45 cm rectangular PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (xii) V - 3 64 8.5 A (xii) each 4210 0.00 0.00 4210.00

#REF! 90 cm high octagon PWD CSR 2023 - 2024, (V - 3), Page No 64, Item No 8.5 A (xv) V - 3 64 8.5 A (xv) each 6489 0.00 0.00 6489.00

#REF! Direction and Place Identification Signs upto 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing PWD CSR 2023 - 2024, (V - 3), Page No 65, Item No 8.7 V - 3 65 8.7 m2 8995 0.00 0.00 8995.00

#REF! Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces PWD CSR 2023 - 2024, (V - 3), Page No 66, Item No 8.10. V - 3 66 8.10. m2 109 0.00 0.00 109.00

#REF! Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i) Over 10 cm in width PWD CSR 2023 - 2024, (V - 3), Page No 66, Item No 8.13 (i) V - 3 66 8.13 (i) m2 203 0.00 0.00 203.00

#REF! Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.15 V - 3 67 8.15 m2 530 0.00 0.00 530.00 0

#REF! Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

#REF! (i) 5th kilometre stone (precast) PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.16 (i) V - 3 67 8.16 (i) each 5017 0.00 0.00 5017.00 0

#REF! (i) Ordinary kilometer stone (precast) PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.16 (ii) V - 3 67 8.16 (ii) each 2889 0.00 0.00 2889.00

#REF! (i) 200 m stone (precast) PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.16 (iii) V - 3 67 8.16 (iii) each 820 0.00 0.00 820.00

#REF! Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.17 V - 3 67 8.17 each 2021 0.00 0.00 2021.00 4918.2

#REF! Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting PWD CSR 2023 - 2024, (V - 3), Page No 67, Item No 8.18 V - 3 67 8.18 each 733 0.00 0.00 733.00

#REF! Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 PWD CSR 2023 - 2024, (V - 3), Page No 69, Item No 8.25 V - 3 69 8.25 m 3640 0.00 0.00 3640.00

#REF! Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. (i) Single row for one utility service PWD CSR 2023 - 2024, (V - 3), Page No 71, Item No 8.29 V - 3 71 8.29 m 2212 0.00 0.00 2212.00

#REF! Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. PWD CSR 2023 - 2024, (V - 3), Page No 71, Item No 8.31 V - 3 71 8.31 m2 188 0.00 0.00 188.00

#REF! Removing & refixing Boundary pillars/Guard stones/KM Stones/200m stones etc in complete manner embedded in Earth excluding painting. PWD CSR 2023 - 2024, (V - 3), Page No 74, Item No 8.41 V - 3 74 8.41 each 66.00 0.00 0.00 66.00

#REF! Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. PWD CSR 2023 - 2024, (V - 3), Page No 74, Item No 8.43 V - 3 74 8.43 Nos 365 0.00 0.00 365.00

#REF! Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 Single lane with formation width of 5.75 m. PWD CSR 2023 - 2024, (V - 3), Page No 80, Item No 8.60.1 V - 3 80 8.60.1 No. 34930 0.00 0.00 34930.00

#REF! Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment PWD CSR 2023 - 2024, (V - 3), Page No 91, Item No 10.2 V - 3 91 10.2 m2 97.00 0.00 0.00 97.00

#REF! Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor PWD CSR 2023 - 2024, (V - 3), Page No 91, Item No 10.3 V - 3 91 10.3 m2 39.00 0.00 0.00 39.00

#REF! Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD CSR 2023 - 2024, (V - 3), Page No 91, Item No 10.4 V - 3 91 10.4 m2 207.00 0.00 0.00 207.00

#REF! 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 PWD CSR 2023 - 2024, (V-3), Page No 117, Item No 12.2 V-3 117 12.2 mtr 239.00 0.00 0.00 239.00

#REF! Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. PWD CSR 2023 - 2024, (V-3), Page No 117, Item No 12.4. V-3 117 12.4. m3 2677.00 0.00 0.00 2677.00

#REF! Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification a. Granular Material PWD CSR 2023 - 2024, (V - 3), Page No 117, Item No 12.3 a V - 3 117 12.3 a m3 1168 0.00 0.00 1168.00

#REF! Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. PWD CSR 2023 - 2024, (), Page No , Item No 12.4 12.4 2677 0.00 0.00 2677.00

#REF! M2702 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) PWD CSR 2023 - 2024, (V - 3), Page No 121, Item No 13.2 V - 3 121 13.2 m3 13087 0.00 0.00 13087.00

#REF! Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. PWD CSR 2023 - 2024, (V-3), Page No 121, Item No 13.5 V-3 121 13.5 m 2070.00 0.00 0.00 2070.00

#REF! Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification PWD CSR 2023 - 2024, (V-3), Page No 121, Item No 13.7. V-3 121 13.7. No 3271.00 0.00 0.00 3271.00

#REF! PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PWD CSR 2023 - 2024, (V-3), Page No 121, Item No 13.8. V-3 121 13.8. m3 6727.00 0.00 0.00 6727.00

#REF! Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) PWD CSR 2023 - 2024, (V-3), Page No 122, Item No 13.9. V-3 122 13.9. m3 11201.00 0.00 0.00 11201.00

#REF! Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. PWD CSR 2023 - 2024, (V-3), Page No 123, Item No 13.14 V-3 123 13.14 m2 84.00 0.00 0.00 84.00

#REF! Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. PWD CSR 2023 - 2024, (V-3), Page No 124, Item No 13.16 V-3 124 13.16 m 1795.00 0.00 0.00 1795.00

#REF! Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. a. Boulder Laid Dry Without Wire Crates. PWD CSR 2023 - 2024, (V - 3), Page No 129, Item No 14.1 a V - 3 129 14.1 a m3 1912 0.00 0.00 1912.00

#REF! Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. PWD CSR 2023 - 2024, (V-3), Page No 129, Item No 14.2 V-3 129 14.2 m3 2454.00 0.00 0.00 2454.00

#REF! Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications a. Stone/Boulder PWD CSR 2023 - 2024, (V - 3), Page No 129, Item No 14.4 a V - 3 129 14.4 a m3 1912 0.00 0.00 1912.00

#REF! Curtain wall complete as per drawing and Technical specification b. Cement concrete Grade M15 PWD CSR 2023 - 2024, (V - 3), Page No 130, Item No 14.8 b V - 3 130 14.8 b m3 6166 0.00 0.00 6166.00

#REF! Providing and fixing of typical PWD type informatory sign board with Logo as per MORD specifications and drawing (Retro Reflective Traffic sign as per IRC 67 Clause 1701.3.8.1 Class A Typlr-1). i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PWD logo on top plate shall be as per clause 1701.4.6 PWD CSR 2023 - 2024, (V - 3), Page No 149, Item No 16.29 V - 3 149 16.29 no 15352.00 0.00 0.00 15352.00

#REF! Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia PWD CSR 2023 - 2024, (V-3), Page No 146, Item No 16.15.C. V-3 146 16.15.C. m 3334.00 0.00 0.00 3334.00

#REF! Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (1200 mm Dia) Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. PWD CSR 2023 - 2024, (V - 3), Page No 146, Item No 16.15 a V - 3 146 16.15 a m 8422 0.00 0.00 8422.00

#REF! Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (1000 mm Dia) Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. PWD CSR 2023 - 2024, (V - 3), Page No 146, Item No 16.15 b V - 3 146 16.15 b m 7957 0.00 0.00 7957.00

#REF! Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (750 mm Dia) Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. PWD CSR 2023 - 2024, (V - 3), Page No 146, Item No 16.15 c V - 3 146 16.15 c m 3334 0.00 0.00 3334.00

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia PWD CSR 2023 - 2024, (V - 3), Page No 86, Item No 9.1.i V - 3 86 9.1.i 9479 0.00 0.00 9479.00

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1200 mm dia PWD CSR 2023 - 2024, (V - 3), Page No 86, Item No 9.1.ii V - 3 86 9.1.ii 10767 0.00 0.00 10767.00

#REF! 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. PWD CSR 2023 - 2024, (V - 3), Page No 149, Item No 16.28 V - 3 149 16.28 m3 6639 0.00 0.00 6639.00

THICKNESS OF BASE SLAB 8% HT OF WALL + SURCGARGE

CLEAR COVER FOR BASE 75 MM

CLEAR COVER FOR WALL 50 MM

DISTR BARS 0.12%

BASE 1.5 HEEL+STEM

BACK FILL Angle of slope of bank Ф(deg) to horizontal, (max Ф=θ) 0

Angle of repose θ (deg) = 30 76.94 Soil Pressures O.K.

Density of back fill (kN/m3) = 18 17.42 Soil Pressures O.K.

Density of saturated back fill (kN/m3) = 20.8

Surcharge Uniform Surcharge load (kN/m2) = 21.6 0.2170833333 0.3686868687

Base Soil Safe Bearing Capacity of Soil (kN/m2) = 120

Coefficient of base friction between soil and concrete 0.55 1.563 0.1173485149

Wearing Course 0.075

Wall Height of Wall, H (m) 2.605 Box Top Slab 0.35 2x2

Profile Depth of Water Table below GL, H1 (m) 3.605 2925 Box Ht 1.50 1.93 0.9625

Depth of soil above toe slab, H2 (m) 0.600 Bottom Slab 0.380

Wall thickness at top of base slab, T1 (m) 0.300 Scour Depth 0.600 0.980

Wall thickness at top, T2 (m) 0.200 2.905 0.980

Base slab width, B (m) 2.400 Soil Pressures O.K.

Base slab toe dimension, B1 (m) 0.800 0 Soil Pressures O.K.

Base slab thickness, D1 (m) 0.300

Base Heel slab dimension, B2 (m) 1.300

Base Heel slab thickness, D2 (m) 0.300

Shear key depth, D3 (m) 0.000 M

Shear key thickness, T3 (m) 0.000

Material Concrete Grade, fck M 25

Data Steel Reinforcement Grade, fy (N/mm2) = 500

Concrete In base slab (mm) = 50

Cover In earth face of wall (mm) = 50

In front face of wall (mm) = 50

Active Coefficient of earth pressure 0.33

Passive Coefficient of earth pressure 3.00

Concrete density kN/m3 25

Water density kN/m3 10

Horizontal Pressures, Moments and Shears on Wall (Service Load Condn.)

Depth of wall Horizontal Pressure on wall (kN/m2) Bending Moment Shear on Bending Moment(-Surcharge) Shear on(-surcharge)

from top (m) Soil Pressure Grd Water Pr Surcharge Pr. on wall (kNm/m) wall (kN/m) on wall (kNm/m) wall (kN/m)

Value at max depth neglecting surcharge pressure = 2.91 54.90 46.23 25.32 25.32

Passive Resistance Considered

Passive pressure at top, (kN/m2) = 32.40

Passive pressure at bottom, (kN/m2) = 48.60

Depth of passive resistance (m) = 0.30

Passive Force (kN/m) = 12.15

Passive Moment about Toe (kNm/m) = -1.19

Vertical Loads per metre length (Service Load condition)

Load case Vertical load (kN) Lever arm to Toe (m) B.M. (kNm)

Wall (Rectangle) 13.025 1.000 13.025

Wall (Triangle) 3.256 0.867 2.822

Soil load over Toe Slab 10.800 0.400 4.320

Soil +sub-soil water(if any) over Heel Slab 60.957 1.750 106.675

Surcharge load 7.200 1.750 12.600

Maximum Total = 113.238 - 161.042

Total neglecting surcharge load = 106.038 - 148.442

Total for 0.9 x (wall+base+soil over toe) & no surcharge = 106.038 - 148.442 1

C.G. of vertical loads from Toe: Case: Total load = 161.042 /113.238 1.422 m

Case: Total neglecting surcharge load = 148.442 /106.038 1.400 m

Eccentricity= 0.222 < B/6 0.40 Hence OK

Moment on C.L. of Base:

Soil Pressure under Base Slab (Service Load Condition)

Safe Bearing capacity of soil= 120.00 kN/m2

Case: Total load including soil load over toe slab

Case: Total including soil load over toe slab, but neglecting surcharge load: Soil Pressures O.K.

Soil Pressures O.K.

SBC of soil is more than the design pressures, hence base width is O.K

Stability Calculations (Service Load Condition)

Case: Total load including soil load over toe slab & Surchrage

Over Turning Moment about Toe = 54.90 kNm

Resisting Moment = 161.042 kNm

Factor of safety against over turning = 2.93 > 1.5, Section O.K.

Horizontal Sliding Force = 46.23 kN

Resisting Force = 106.038 x 0.55 +12.15 70.4709 kN

Factor of safety against sliding = 1.52 > 1.5, Section O.K.

Total for 0.9 x (wall+base+soil over toe) & no surcharge:

Over Turning Moment about Toe = 25.32 kNm

Resisting Moment = 148.442 kNm

Factor of safety against over turning = 5.863 > 1.5, Section O.K.

Horizontal Sliding Force = 25.32

Resisting Force = 106.038 x 0.55 +12.15 70.471 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd

Factor of safety against sliding = 2.78 > 1.5 Section O.K.

Design of Wall by Limit State Method (Partial Safety Factor, γf = 1.5)

Depth of wall Ult. Moment Eff. Depth (mm) Sqrt(Mu*1000/2.76) Bar ф (mm) Ast (mm2) Vertical Reinf't Horizontal Reinf't

from top (m) Mu, kNm Reqd. Provided Vertl. Horzl. Reqd. Provided Main Reinf't Distr Reinf't

Ru= 3.33 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Max c/c Adopted c/c Dia/Spacing Max c/c Adopted c/c Dia/Spacing

Check for Shear in Wall by Limit State Method (Partial Safety Factor, γf = 1.5)

Depth of wall Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status 2.43 R P

from top (m) Vu, kN τv, N/mm2 bd τc, N/mm2 of Wall 12.0558375 18.08375625 242 175.035 1005.309649

0.00 0.000 0.000 0.271 11.388 0.368 Section is OK One way shear stress at d = 0.190 #DIV/0!

0.52 6.848 0.063 0.359 8.592 0.415 Section is OK Percentage Steel provided = 0.430 #REF!

1.56 27.874 0.192 0.692 4.455 0.544 Section is OK Permissible Shear Stress, Tcp = 0.439 #REF!

Design of Base Slab

Case: Total load including soil load over toe slab 76.94 57.10 49.66 17.42

Soil Pressure at P = 76.94 kN/m2 TOE/HEEL 10.8 10.8 46.89 46.89

Soil Pressure at Q = 57.10 kN/m2 66.14 46.30 2.77 -29.47

Soil Pressure at R = 49.66 kN/m2

Soil Pressure at S = 17.42 kN/m2

Designing the base slab by limit-state method, Partial load factor, γf = 1.5

Case: Total including soil load over toe slab, but neglecting surcharge load:

Soil Pressure at P = 47.227 kN/m2

Soil Pressure at Q = 45.20 kN/m2

Soil Pressure at R = 44.44 kN/m2

Soil Pressure at S = 41.138 kN/m2 2.027

Designing the base slab by limit-state method, Partial load factor, γf = 1.5 3.302

Areas of Reinforcement in Base Slab

Location Mu Eff. Depth(mm) Bar Ф (mm) Ast (mm2) Main steel Distribn.Steel

(kNm) Reqd. Provided Main Distbn. Reqd. Provided Ф - Crs (mm) Ф - Crs (mm)

Sqrt(Mu*1000/3.33) (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Adopted c/c Dia/Spacing Spacing Reqd (0.12%) Adopted c/c Dia/Spacing

Q 3.33 Steel req Req spacing, C/C Steel Provided

Check for Shear in Base Slab

Case: Total load including soil load over toe slab

Soil Pressure at P = 76.94 kN/m2 TOE/HEEL #REF! #REF! #REF! #REF!

Soil Pressure at Q = 57.10 kN/m2 #REF! #REF! #REF! #REF!

Soil Pressure at R = 49.66 kN/m2

Soil Pressure at S = 17.42 kN/m2

Ultimate Shear (Partial lad factor, γf = 1.5: soil thk

Case: Total including soil load over toe slab, but neglecting surcharge load:

Soil Pressure at P = 47.23 kN/m2 TOE/HEEL 0 0 0 0

Soil Pressure at Q = 45.20 kN/m2 0.00 0.00 0.00 0.00

Soil Pressure at R = 44.44 kN/m2

Soil Pressure at S = 41.14 kN/m2

Ultimate Shear (Partial lad factor, γf = 1.5:

Check for Shear in Base Slab by Limit State Method (Partial Safety Factor, γf = 1.5)

Location Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status

Vu-max, kN τv, N/mm2 bd τc, N/mm2 of Base

Toe Slab 45.074 0.185 0.464 0.506 Section is OK 5.323

Heel Slab 35.965 0.147 0.464 0.506 Section is OK 5.323

Statement for Borrowpit Quantity

SI Nos Chainage in Km Surface Drain cutting Qty, cum Box cutting Qty, cum Total Cutting Quantity, cum Usable cutting Soil Drain Usable cutting Soil Road Cut Quantity available for filling Drain Quantity available for filling Road Cut Quantity available for filling Net Qtty Available for filling Quantity required for road filling Balance Quantity required for filling Qty fill by cut soil, cum Excess Cutting Quantity Earth from Borrow pit

Excess Qtty to Reued -967.26

2 SHDP Reach #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF!

Ch 88 to 103.27 32889.43 #REF! #REF! #REF! #REF! 157205.60 #REF! #REF! #REF! #REF!

3 Bukk Sagar #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

ABSTRACT OF FILLING AND CUTTING

Sl No Chainage in km Cutting quantity Filling quantity

1 km - CH 1.2 to 1.45 Rec Box (Guggarahatti Village limit) 791.82 21.9

3 km - CH 1.7 to 1.75 Major bridge (Overlay) 0 0

7 km - CH 10.2 to 10.45 Rec Box (Belgal Tanda Village Limit) 553.89 98.94

Chainage Road Cutting Road Filling Remarks

C/S Area Average C/S Area Volume Cum. volume C/S Area Average C/S Area Volume Cum. volume 0

69303.525 Total filling Qty 185220.92

CURVE DETAILS 6.283185307

Allowed Velocity= 80 KMPh Not Necessary For Rural Roads

0.3468834688 Sl.No. Chainage Carriage Width R Radius of Curve Rounded Ø Angle of Deviation (Degrees) Super elevation (Calculated) e = V2 225R e Restricted S.E. Restricted speed. =V = 27.94 R C = 80 75+V Length of Transition T/C-1 LS = 0.0215*V3/CR Length of Transition - 2 Ls = 2.7*V2/R ØC = Ø -2ØS Length of Curve Lc = 2*3.142*R*(Ø/360) Extra width of widening 5.50 CW Extra width of widening 3.75 & 5.5 M 7.0 M Total Length of Curve 11.17155556 ON CURVE OFF CURVE ON CURVE OFF CURVE

1 2 3 3 4 5 6 7 7a 8 9 10 10 12 11 CL curve no chevron boards ( For one side) chevron boards ( For Both Side ) chevron boards ( For one side) chevron boards ( For Both Side ) <=50 100 200 300 400 500 50 100 200 300 400 500

3 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

4 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

5 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

6 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

7 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

8 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

9 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

10 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

11 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

12 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

13 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

14 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

15 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

16 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

17 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

18 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

19 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

20 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

21 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

22 0.90 1.50 0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

23 0.90 1.50 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

24 0.90 1.50 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

25 0.90 1.50 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

26 0.90 1.50 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

27 0.90 1.50 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

28 0.90 1.50 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Restricted Speeds are limited to lower Fifth KMph Total no.s of On Curve= 8 = 4 sets

i) Length of Curve( Col. No, 11) is 'Zero' when Øc = -Ve

ii) , _ , Only Transition Curves are accounted where = -VeØc Total no.s of Off -Curve=

iii) Being PMGSY Road Considering the availability of Land, possibility of speed of vehicles etc, Trans. Curve are worked out as per hilly area to maintain economy and feasibility 4

166.82 Total Length of all curve

HYDRAULIC STATEMENT OF CROSS DRAINAGE WORKS

Sl. No. Chainage in Mtr As per Site Chainage in Mtr As per DWG Type of Existing CD Exisitng Structures Condition Reconstr- uction Proposed CD works Details of Proposed Cross Drainage Works Remarks

No of Rows/ Vent Dia / Vent Length of Head wall Ht of Head Wall CD Width Type of CD Type of Structures Catchment Area in Sqkm Catchment Area in Ha RTL Nala Centre Difference Nala Width Required Vent in Sqm Type of CD required Details of CD works Proposed Proposed Structures

1 68.800 68.820 4 V 15.0 X 6 66 6.5 12 Deck Slab C.C Ch:68.82 4 V of 15.0 X 6m Deck Slab Yes 0 0.00 0.00 0.00 Deck Slab Retained Ch : 68.82 Retained Deck Slab

2 69.300 69.330 4 750 6.8 1.6 10 Pipe Culvert SSM Ch:69.33 4 Rows of 750mm Pipe Culvert Yes 0 0.00 0.00 0.00 Pipe Culvert 4 Rows 1200 mm Dia Ch : 69.33 4 Rows 1200 mm Dia Pipe Culvert

3 70.810 70.810 1 600 2 1.4 10 Pipe Culvert SSM Ch:70.81 1 Rows of 600mm Pipe Culvert Yes 0 0.00 0.00 0.00 Pipe Culvert 1 Rows 1200 mm Dia Ch : 70.81 1 Rows 1200 mm Dia Pipe Culvert

4 71.040 71.030 3 600 4.7 1.6 7.5 Pipe Culvert SSM Ch:71.03 3Rows of 600mm Pipe Culvert Yes 0 0.00 0.00 0.00 Pipe Culvert 3 Rows 1200 mm Dia Ch : 71.03 3 Rows 1200 mm Dia Pipe Culvert

5 71.300 71.116 1 600 2.4 1.3 7.5 Pipe Culvert SSM Ch:71.116 1 Rows of 600mm Pipe Culvert Yes 0.00 0.00 0.00 Pipe Culvert 1 Rows 1200 mm Dia Ch : 71.116 1 Rows 1200 mm Dia Pipe Culvert

6 73.450 73.440 4 750 5.4 2.1 7.5 Pipe Culvert SSM Ch:73.44 4 Rows of 750mm Pipe Culvert Yes 0.00 0.00 0.00 Pipe Culvert 4 Rows 1200 mm Dia Ch : 73.44 4 Rows 1200 mm Dia Pipe Culvert

7 75.460 75.410 1 600 2.3 0.75 7.5 Pipe Culvert SSM Ch:75.41 1 Rows of 600mm Pipe Culvert Yes 0.00 0.00 0.00 Pipe Culvert 1 Rows 1200 mm Dia Ch : 75.41 1 Rows 1200 mm Dia Pipe Culvert

8 76.180 76.110 8 900 12.6 0.9 750 Pipe Culvert SSM Ch:76.11 8 Rows of 900mm Pipe Culvert Yes 3.3 330.00 0.00 30.28 Pipe Culvert 8 Rows 1200 mm Dia Ch : 76.11 8 Rows 1200 mm Dia Pipe Culvert

9 77.330 77.240 3 750 7.8 1.5 7.5 Pipe Culvert SSM Ch:77.24 3 Rows of 750mm Pipe Culvert Yes 0.51 51.00 0.00 4.68 Pipe Culvert 4 Rows 1200 mm Dia Ch : 77.24 4 Rows 1200 mm Dia Pipe Culvert

10 78.000 77.920 2 600 5.6 0.75 7.5 Pipe Culvert SSM Ch:77.92 2 Rows of 600mm Pipe Culvert Yes 0.11 11.00 0.00 1.01 Pipe Culvert 2 Rows 1200 mm Dia Ch : 77.92 2 Rows 1200 mm Dia Pipe Culvert

11 78.350 78.240 6 900 12.5 0.9 7.5 Pipe Culvert SSM Ch:78.24 6 Rows of 900mm Pipe Culvert Yes 0.91 91.00 8.35 Pipe Culvert 6 Rows 1200 mm Dia Ch : 78.24 6 Rows 1200 mm Dia Pipe Culvert

12 78.950 78.860 3 600 7.3 1.25 7.5 Pipe Culvert SSM Ch:78.86 3 Rows of 600mm Pipe Culvert Yes 0.16 16.00 1.47 Pipe Culvert 3 Rows 1200 mm Dia Ch : 78.86 3 Rows 1200 mm Dia Pipe Culvert

13 79.220 79.080 3 750 5 1.1 7.7 Pipe Culvert SSM Ch:79.08 3 Rows of 750mm Pipe Culvert Yes 0.06 6.00 0.55 Pipe Culvert 3 Rows 1200 mm Dia Ch : 79.08 3 Rows 1200 mm Dia Pipe Culvert

14 79.170 79.170 1 2X 0.8 5.2 0.8 12 Box Culvert SSM Ch:79.17 1 V of 2X 0.8mm Box Culvert Yes 0.00 0.00 Box Culvert Retained Ch : 79.17 Retained Box Culvert

14 = total no. of CDs

From To Length Existing Proposed Junctions

1.2 1.45 0 Ch:68.82 4 V of 15.0 X 6m Deck Slab Ch : 68.82 Retained Deck Slab Ch 10.5 km

1.45 1.7 0 Ch:69.33 4 Rows of 750mm Pipe Culvert Ch : 69.33 4 Rows 1200 mm Dia Pipe Culvert Ch km

1.7 1.75 0 Ch:70.81 1 Rows of 600mm Pipe Culvert Ch : 70.81 1 Rows 1200 mm Dia Pipe Culvert #REF!

1.75 2.3 0 Ch:71.03 3Rows of 600mm Pipe Culvert Ch : 71.03 3 Rows 1200 mm Dia Pipe Culvert #REF!

9.37 9.7 0 Ch:71.116 1 Rows of 600mm Pipe Culvert Ch : 71.116 1 Rows 1200 mm Dia Pipe Culvert #REF!

9.7 10.2 0 Ch:73.44 4 Rows of 750mm Pipe Culvert Ch : 73.44 4 Rows 1200 mm Dia Pipe Culvert #REF!

10.2 10.45 0 Ch:75.41 1 Rows of 600mm Pipe Culvert Ch : 75.41 1 Rows 1200 mm Dia Pipe Culvert #REF!

10.45 10.55 0 Ch:76.11 8 Rows of 900mm Pipe Culvert Ch : 76.11 8 Rows 1200 mm Dia Pipe Culvert #REF!

10.55 10.6 0 Ch:77.24 3 Rows of 750mm Pipe Culvert Ch : 77.24 4 Rows 1200 mm Dia Pipe Culvert #REF!

0 0 0 Ch:77.92 2 Rows of 600mm Pipe Culvert Ch : 77.92 2 Rows 1200 mm Dia Pipe Culvert #REF!

0 0 0 Ch:78.24 6 Rows of 900mm Pipe Culvert Ch : 78.24 6 Rows 1200 mm Dia Pipe Culvert #REF!

0 0 0 Ch:78.86 3 Rows of 600mm Pipe Culvert Ch : 78.86 3 Rows 1200 mm Dia Pipe Culvert #REF!

0 0 0 Ch:79.08 3 Rows of 750mm Pipe Culvert Ch : 79.08 3 Rows 1200 mm Dia Pipe Culvert #REF!

0 0 0 Ch:79.17 1 V of 2X 0.8mm Box Culvert Ch : 79.17 Retained Box Culvert

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 0 #REF! #REF!

0 0 #REF! #REF! #REF!

#REF! #REF! #REF! #REF!

0 0 EXISTING ROAD

0 0 Somanalli Village Navali Village Kanakagiri Village

Ch:68.82 4 V of 15.0 X 6m Deck Slab Ch:69.33 4 Rows of 750mm Pipe Culvert Ch:70.81 1 Rows of 600mm Pipe Culvert Ch:71.03 3Rows of 600mm Pipe Culvert Ch:71.116 1 Rows of 600mm Pipe Culvert Ch:73.44 4 Rows of 750mm Pipe Culvert Ch 10.5 km Ch km Ch:75.41 1 Rows of 600mm Pipe Culvert Ch:76.11 8 Rows of 900mm Pipe Culvert Ch:77.24 3 Rows of 750mm Pipe Culvert Ch:77.92 2 Rows of 600mm Pipe Culvert Ch:78.24 6 Rows of 900mm Pipe Culvert Ch:78.86 3 Rows of 600mm Pipe Culvert Ch:79.08 3 Rows of 750mm Pipe Culvert Ch:79.17 1 V of 2X 0.8mm Box Culvert #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

5.20 BT Damaged BT Damaged

Somanalli Village Navali Village Kanakagiri Village

Ch : 68.82 Retained Deck Slab Ch : 69.33 4 Rows 1200 mm Dia Pipe Culvert Ch : 70.81 1 Rows 1200 mm Dia Pipe Culvert Ch : 71.03 3 Rows 1200 mm Dia Pipe Culvert Ch : 71.116 1 Rows 1200 mm Dia Pipe Culvert Ch : 73.44 4 Rows 1200 mm Dia Pipe Culvert Ch 10.5 km Ch km Ch : 75.41 1 Rows 1200 mm Dia Pipe Culvert Ch : 76.11 8 Rows 1200 mm Dia Pipe Culvert Ch : 77.24 4 Rows 1200 mm Dia Pipe Culvert Ch : 77.92 2 Rows 1200 mm Dia Pipe Culvert Ch : 78.24 6 Rows 1200 mm Dia Pipe Culvert Ch : 78.86 3 Rows 1200 mm Dia Pipe Culvert Ch : 79.08 3 Rows 1200 mm Dia Pipe Culvert Ch : 79.17 Retained Box Culvert #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

12.00 SHOULDER Ch : 68.82 Retained Deck Slab SHOULDER SHOULDER SHOULDER PAVED SHOULDER SHOULDER SHOULDER #REF! SHOULDER #REF! SHOULDER #REF! SHOULDER SHOULDER #REF! SHOULDER SHOULDER PAVED SHOULDER SHOULDER SHOULDER SHOULDER SHOULDER SG 300 (Box), GSB 100 (Box) SHOULDER SG 300 (Box), GSB 100 (Box)

7.00 m SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 60,BC 40 SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 60,BC 40 SG Box (300) , GSB 150, DLC 100, PQC 230 mm SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 60,BC 40 SG 300,GSB 100,100,WMM 250, DBM 60,BC 40 SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 60,BC 40 SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 50,BC 30 SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 50,BC 30 SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 50,BC 30 SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 50,BC 30 SG (Box) 300, GSB (Box) 100, GSB 100,WMM 250,DBM 75,BC 40 SG (Box) 300, GSB (Box) 100, GSB 100,WMM 250,DBM 75,BC 40 SG (Box) 300, GSB (Box) 100, GSB 100,WMM 250,DBM 75,BC 40 SG 300,GSB 100,100,WMM 250, DBM 75,BC 40

5.50 GSB 100+ 100,WMM 250, DBM 60,BC 40 GSB 100+ 100,WMM 250, DBM 60,BC 40 GSB 150, DLC 100, PQC 230 mm GSB 100+ 100,WMM 250, DBM 60,BC 40 GSB 100+ 100,WMM 250, DBM 60,BC 40 GSB 100+ 100,WMM 250, DBM 50,BC 30 GSB 100+ 100,WMM 250, DBM 50,BC 30 GSB 100+ 100,WMM 250, DBM 50,BC 30 GSB 100+ 100,WMM 250, DBM 50,BC 30 GSB 100,WMM 250, DBM 75,BC 40 GSB 100,WMM 250, DBM 75,BC 40 GSB 100,WMM 250, DBM 75,BC 40 SG 300 (Box), GSB 100 + 50, WMM 250, BM 50, SDBC 25 SG 300 (Box), GSB 100+50, WMM 250, BM 50, SDBC 25

Recon SG 300, GSB 100+100, WMM 250, BM 50, SDBC 25 Recon SG 300, GSB 100+100, WMM 250, BM 50, SDBC 25 WMM 250, BM 50, SDBC 25 WMM 250, BM 50, SDBC 25 WMM 250, BM 50, SDBC 25

SHOULDER SHOULDER SG 300 (Box), GSB 100+50, WMM 250, BM 50, SDBC 25

SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 60,BC 40 SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 60,BC 40 SG Box (300) , GSB 150, DLC 100, PQC 230 mm SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 60,BC 40 SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 60,BC 40 SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 50,BC 30 SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 50,BC 30 SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 50,BC 30 SG (Box) 300, GSB 100, GSB 100,WMM 250,DBM 50,BC 30 SG (Box) 300, GSB (Box) 100, GSB 100,WMM 250,DBM 75,BC 40 SG (Box) 300, GSB (Box) 100, GSB 100,WMM 250,DBM 75,BC 40 SG (Box) 300, GSB (Box) 100, GSB 100,WMM 250,DBM 75,BC 40 SHOULDER SHOULDER SG 300 (Box), GSB 100 (Box) SHOULDER SG 300 (Box), GSB 100 (Box)

SHOULDER SHOULDER SHOULDER SHOULDER PAVED SHOULDER SHOULDER SHOULDER SHOULDER SHOULDER SHOULDER SHOULDER SHOULDER SHOULDER PAVED SHOULDER

Assistant Engineer Assistant Executive Engineer Assistant Executive Engineer Executive Engineer

PWD, Sub-Division PWD, Sub-Division PWD, Sub-Division PWD, Division

Saundatti Saundatti Saundatti Belagavi

GSB 100+50, WMM 250, BM 50, SDBC 25

STATEMENT OF QUANTITY FOR CURVES Link Road estimate qty

S.No Chainage, km Radius of curve (in mts) Road Formation Width Side Slope Subgrade GSB WMM DBM+ BC Total Crust depth Embankment Width Allowable Super elevation Length of curve Length of transition curve Proposed Extra Widening Subgrade Qty GSB Qty WMM in Cum DLC in Cum M-40 in Cum dbm bc

DETAIL OF QUANTITY FOR CURVES - ( EARTH )

S.No Chainage Existing CW Allowable Super elevation Length of curve Length of transition curve Emabankment Road Width Extra Widening Total Width Superelevation Depth Qty Curve Qty Transition Curve Earth Qty Deduct Existing CW Qty Total Earth quantity in Cum

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0 5.50 12.00 0.00 12.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Note: Width = Road Way + Extra Width

Depth = (Road width + Extra widen)x 7%

Qty LC = (Length of Curve x 1/2 x Road width x Depth of road)

Qty LT = 2x (1/2 x Road Width x Road Depth)x1/2 x Transition Curve Length

Total Qty = (Qty LC + Qty LT) - Existing Road Qty

ESTIMATES FOR STREET LIGHT

SI.No. Item Code DESCRIPTION UNIT Qty BASIC RATE TOTAL INR Incl GST Rate Amount

1 #REF! Supplying and Errection of Decorative 10 Mtrs long hot dip galvanized conicle street pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, Including suitable bolts, Bakelite sheet and MCB's as per IS Specifications suitable to with stand the wind speed of 180 kmph for 10 Mtr pole having dimensions bottom 190 mm, Top 60 mm and Supplying and Errection of Decorative 10 Mtrs long hot dip galvanized conicle street pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, Including suitable bolts, Bakelite sheet and MCB's as per IS Specifications suitable to with stand the wind speed of 180 kmph for 10 Mtr pole having dimensions bottom 190 mm, Top 60 mm. and 3 mm thick, 60 mm dia x 3 mm thick tube support and the suitable of size 400 x 300 x 16 mm base plate and 4 Nos of ODF 25 mm thick x 750 mm J bolts along with template and the pole shall be galvanized with not less than 65 micron etc and finally finished with dupont make paint as required (with out Foundation). The Braket is esthetically countered. The Bracket assembly with top portion of the pole is of split construction type rate approved Each #REF! #REF! #REF! #REF! #REF! 0.35

2 #REF! Supplying and Errection of Decorative 10 Mtrs long hot dip galvanized conicle street pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, Including suitable bolts, Bakelite sheet and MCB's as per IS Specifications suitable to with stand the wind speed of 180 kmph for 10 Mtr pole having dimensions bottom 190 mm, Top 60 mm and Supplying and Errection of Decorative 10 Mtrs long hot dip galvanized conicle street pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, Including suitable bolts, Bakelite sheet and MCB's as per IS Specifications suitable to with stand the wind speed of 180 kmph for 10 Mtr pole having dimensions bottom 190 mm, Top 60 mm. and 3 mm thick, 60 mm dia x 3 mm thick tube support and the suitable of size 400 x 300 x 16 mm base plate and 4 Nos of ODF 25 mm thick x 750 mm J bolts along with template and the pole shall be galvanized with not less than 65 micron etc and finally finished with dupont make paint as required (with out Foundation). The Braket is esthetically countered. The Bracket assembly with top portion of the pole is of split construction type rate approved Each #REF! #REF! #REF! #REF! #REF!

2 PWD ELE SR 46 of 105 11.8.4 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP-66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC-60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>130lm/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source -LED Streetlight 90 W each #REF! 15440.25 #REF! 18,219.50 #REF!

3 PWD ELE SR 56 of 105 13.5 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. Each #REF! 170.10 #REF! 200.72 #REF!

4 ESCOM SR 13of 81 32.05 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 4 core 16 sqmm KM #REF! 148934.10 #REF! 175,742.24 #REF!

5 ESCOM SR 13of 81 32.07 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 3.5 core 25 sqmm KM #REF! 146526.45 #REF! 172,901.21 #REF!

6 WR SR page no. 95, 9.1.1 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0,HDPE Grade PE80-PN6.0, 63mm dia Mtr #REF! 145.95 #REF! 172.22 #REF!

7 PWD ELE SR PART1 6 oof 105 2.5.8 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:2010 - 3C X 2.5 Sq.mm Mtr. #REF! 118.65 #REF! 140.01 #REF!

8 PWD ELE SR PART 5 of 105 2.3.5 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 6 sqmm Mtr. #REF! 96.60 #REF! 113.99 #REF!

9 ESCOM PART 4 52 of 81 21.05 Laying of Cable in Existing Trench/GI Pipe/Stone Ware/RCC Hume pipe Using Wooden/Aluminium Rollers as Directed by the Department Staff - LT Cable - 2.5 to 25 Sqmm KM #REF! 21930.30 #REF! 25,877.75 #REF!

10 ESCOM 27 of 81 60.02 Aluminium End Terminal (Lug) - 16 sqmm NO #REF! 2.10 #REF! 2.48 #REF!

11 ESCOM 27 of 81 60.03 Aluminium End Terminal (Lug) - 25 sqmm NO #REF! 3.15 #REF! 3.72 #REF!

12 WR SR page 157 page, 13.39 Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia Job #REF! 3937.50 #REF! 4,646.25 #REF!

13 ESCOM 5 of 81 8.02 Guy Wire and GI wire - 8 SWG GI Wire ( 4.064 mm Dia ) Std Wt : 125KG/KM MT #REF! 78792.00 #REF! 92,974.56 #REF!

14 KPWD CIVIL SR 1.6.1 page no 6 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. 1.6.1 In all kinds of soils. Depth upto 1.50m mtr #REF! 508.20 #REF! 599.68 #REF!

15 KPWD SR vol 1 page 8 , 1.14.1 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 1.14.1 In all kinds of soils Depth upto 3 m Cum #REF! 107.10 #REF! 126.38 #REF!

16 KPWD SR vol 1 page 15, 2.1.3 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 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregatesaggregates 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. Cum #REF! 6288.45 #REF! 7,420.37 #REF!

17 KPWD SR vol 1 page 16, 2.3.1 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatescoarse 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Cum #REF! 6639.15 #REF! 7,834.20 #REF!

18 KPWD SR vol 1 page 18, 2.11 ,a 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. for foundation tone #REF! 93929.85 #REF! 110,837.22 #REF!

19 PWD ELE SR 20 of 105 5.42.1 SupplyandInstallation/Fixing/ProvisionofOutdoortypeThermoplasticModularPanelenclosurewithtransparentPolycarbonateLid,shockproof,IP65(WeatherProof),rustproof,dustproof,waterproof,corrosionproofhavinginternallyEmbeddedgasketonbothlidandflapsuitabletofixSinglePhase/ThreePhaseEnergyMeterinsuitablebaseplateandhavingaprovisionforFuse/ MCBcut-outwithsuitabletransparenthingedflapopeningforoperating MCB along with complete tamper proof SEALING facility sq.cms #REF! 0.53 #REF! 0.62 #REF!

20 PWD ELE SR 20 of 105 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm Mtr #REF! 414.75 #REF! 489.41 #REF!

21 PWD ELE SR 19 of 105 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each #REF! 540.75 #REF! 638.09 #REF!

22 PWD ELE SR 18 of 105 5.18.9 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 - 50-63 A TPN Each #REF! 3242.40 #REF! 3,826.03 #REF!

23 PWD ELE SR 17 of 105 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps SP Each #REF! 435.75 #REF! 514.18 #REF!

24 PWD ELE SR 20 of 105 5.40.1 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips Mtr #REF! 2588.25 #REF! 3,054.14 #REF!

25 PWD ELE SR 16 of 105 5.14.5 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947,65A Each #REF! 10648.05 #REF! 12,564.70 #REF!

26 PWD ELE SR 21 of 105 5.48 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Each #REF! 5085.15 #REF! 6,000.48 #REF!

27 PWD ELE SR 14 of 105 5.7.2 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. - 32Amps Each #REF! 253.05 #REF! 298.60 #REF!

Total #REF! #REF!

10 % Supervision Charges 10% #REF! #REF!

Total #REF! 5.8 3

SI.No. Item Code DESCRIPTION UNIT BASIC RATE Area Wt Total GST BASIC RATE

ESCOM SR Page No 105 , I.Nos - 4.4.7 Fabricating,supplyinganderectionof...mslonghotdipGalvanizedConicalhotdipPolewithBSEN10025gradeS355JOsteelplateforshaft,IS2062forbaseplatewithdooropeningarrangements,includingsuitableboards,BakelitesheetandMCBsasperISspecificationssuitabletowithstandthewindspeedof47m/sfor.......mPoleinsinglesectionandsinglejointweldedasperIS9595/IS10178AWShavingdimensionsbottom.....mm,top...mmwith3mmthick,suitablebaseplateand4Nosof.........longJboltsalongwithtemplateandthePoleshallbehotdipgalvanizedinsingledippingwithnotlessthan65micronasperASTM-A123and153etc.,(excluding foundation) as per drawing appended. 9 m - Top 75 mm and Bottom 165 mm dia each 20500.00 1025 21525.00 0 21525.00

3 PWD ELE SR 56 of 105 13.5 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. Each 162.00 8.1 170.10 0 170.10

4 ESCOM SR 13of 81 32.05 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 4 core 16 sqmm KM 141842.00 7092.1 148934.10 0 148934.10

5 ESCOM SR 13of 81 32.07 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 3.5 core 25 sqmm KM 139549 6977.45 146526.45 0 146526.45

6 ESCOM SR Page No 105 , I.Nos - 1.3.4 SupplyingheavygaugePVCConduitPipe....dia.......mmthickwithsuitablesizebends,metaljunctionboxesadhesivepasteetc.,bygroovecuttinginthewallandfixingbybracingUorJhooksandcementplasteringuptothewallsurfaceandrunwith18SWGGIfishwire run throughout the conduit wherever necessary. 40 mm dia 2.5 mm thick Mtr 139.00 6.95 145.95 0 145.95

7 PWD ELE SR PART1 6 oof 105 2.5.8 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:2010 - 3C X 2.5 Sq.mm Mtr. 113.00 5.65 118.65 0 118.65

8 PWD ELE SR PART 5 of 105 2.3.5 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 6 sqmm Mtr. 92.00 4.6 96.60 0 96.60

9 ESCOM PART 4 52 of 81 21.05 Laying of Cable in Existing Trench/GI Pipe/Stone Ware/RCC Hume pipe Using Wooden/Aluminium Rollers as Directed by the Department Staff - LT Cable - 2.5 to 25 Sqmm KM 20886 1044.3 21930.30 0 21930.30

10 ESCOM 27 of 81 60.02 Aluminium End Terminal (Lug) - 16 sqmm NO 2.00 0.1 2.10 0 2.10

11 ESCOM 27 of 81 60.03 Aluminium End Terminal (Lug) - 25 sqmm NO 3.00 0.15 3.15 0 3.15

12 WR SR page 157 page, 13.39 Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia Job 3750.00 187.5 3937.50 0 3937.50

13 ESCOM 5 of 81 8.02 Guy Wire and GI wire - 8 SWG GI Wire ( 4.064 mm Dia ) Std Wt : 125KG/KM MT 75040 3752 78792.00 0 78792.00

14 KPWD CIVIL SR 1.6.1 page no 6 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. 1.6.1 In all kinds of soils. Depth upto 1.50m mtr 484.00 24.2 508.20 0 508.20

15 KPWD SR vol 1 page 8 , 1.14.1 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 1.14.1 In all kinds of soils Depth upto 3 m Cum 102.00 5.1 107.10 0 107.10

16 KPWD SR vol 1 page 15, 2.1.3 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 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregatesaggregates 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. Cum 5989 299.45 6288.45 0 6288.45

17 KPWD SR vol 1 page 16, 2.3.1 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatescoarse 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Cum 6323 316.15 6639.15 0 6639.15

18 KPWD SR vol 1 page 18, 2.11 ,a 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. for foundation tone 89457 4472.85 93929.85 0 93929.85

19 PWD ELE SR 20 of 105 5.42.1 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG sq.cms 0.50 0.025 0.53 0 0.53

20 PWD ELE SR 20 of 105 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm Mtr 395.00 19.75 414.75 0 414.75

21 PWD ELE SR 19 of 105 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 515.00 25.75 540.75 0 540.75

22 PWD ELE SR 18 of 105 5.18.9 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 - 50-63 A TPN Each 3088.00 154.4 3242.40 0 3242.40

23 PWD ELE SR 17 of 105 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps SP Each 415.00 20.75 435.75 0 435.75

24 PWD ELE SR 20 of 105 5.40.1 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips Mtr 2465.00 123.25 2588.25 0 2588.25

25 PWD ELE SR 16 of 105 5.14.5 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947,65A Each 10141 507.05 10648.05 0 10648.05

26 PWD ELE SR 21 of 105 5.48 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Each 4843 242.15 5085.15 0 5085.15

27 PWD ELE SR 14 of 105 5.7.2 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. - 32Amps Each 241 12.05 253.05 0 253.05

ESCOM SR Page No 106 , I.Nos - 5.30. Supplying, fixing and wiring Electronic Trivector Meter(ETV) 5to20 A single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380 69 1449.00 0 1449.00

ESCOM SR Page No 81 , I.Nos - 46.03. Service Connection Accessories FGRP Aerial Fuse Board 30 Amps - 4 Way nos 894 44.7 938.70 0 938.70

ESTIMATES FOR STREET LIGHT

S. No. Item Code DESCRIPTION UNIT Qty BASIC RATE TOTAL INR

1 AR1 Supplying and Errection of Decorative 10 Mtrs long hot dip galvanized conicle street pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, Including suitable bolts, Bakelite sheet and MCB's as per IS Specifications suitable to with stand the wind speed of 180 kmph for 10 Mtr pole having dimensions bottom 190 mm, Top 60 mm and Supplying and Errection of Decorative 10 Mtrs long hot dip galvanized conicle street pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, Including suitable bolts, Bakelite sheet and MCB's as per IS Specifications suitable to with stand the wind speed of 180 kmph for 10 Mtr pole having dimensions bottom 190 mm, Top 60 mm. and 3 mm thick, 60 mm dia x 3 mm thick tube support and the suitable of size 400 x 300 x 16 mm base plate and 4 Nos of ODF 25 mm thick x 750 mm J bolts along with template and the pole shall be galvanized with not less than 65 micron etc and finally finished with dupont make paint as required (with out Foundation). The Braket is esthetically countered. The Bracket assembly with top portion of the pole is of split construction type rate approved Each 34 76700.00 2607800.00 2607800.00 90,506.00

1 AR2 Supply and errecttion of decorative pathway street light pole of dimension 150 mm Dia x 2500 mm (Height) integral type outdoor liminarie IP55 protected, Suitable for 30 W LED Fixtures using Nichia, Osaram, lumiled led chips, Luminary and Asthetically countered reflector, white colour powder coated for high reflection, made of FRP finished sheet and supported to the base through Almn brackets to provide glare free asymmentrical light distribution. The LED Lamp along with good quality driver housed inside and covered with toughned glass diffuser at the top portion of the satelite tube extruded aluminium and the bottom portion attached to a mounting base and suitable for operation on 240V. 50 Hz single phase AC Supply. The pole is to be made of MS Iron than GI Coated with sand back finished. The Acrylic sheet, Including 3x1 Mtr LED Lamps should be housed in the middle of the pole as shown in the sketch. The base plate should be of 250 mm x 250 mm x 10 mm thick finished as pole colour with 4 nos of foundation bolts on M16 of 300 mm length as per attached drawing. Each 10 40120.00 401200.00 196593.01

2 PWD ELE SR 46 of 105 11.8.4 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP-66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC-60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>130lm/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source -LED Streetlight 90 W each 136 15440.25 2099874.00 2099874.00

3 PWD ELE SR 56 of 105 13.5 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. Each 136 170.10 23133.60 23133.60 0.00

4 ESCOM SR 13of 81 32.05 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) KM 1.320 148934.10 196593.01

Circle 10 30 300

5 ESCOM SR 13of 81 32.07 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) KM 0.400 146526.45 58610.58

For 4 Panel Box 4 100 400

6 WR SR page no. 95, 9.1.1 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :HDPE Grade PE80-PN6.0, 63mm dia Mtr 1100 198.45 218295.00

Circle 10 25 250

7 PWD ELE SR PART1 6 oof 105 2.5.8 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:2010 - 3C X 2.5 Sq.mm Mtr. 1100.00 118.65 130515.00

Circle 10 25 250

8 PWD ELE SR PART 5 of 105 2.3.5 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 6 sqmm Mtr. 80 96.60 7728.00

For 4 Panel Box 4 20 80

9 ESCOM PART 4 52 of 81 21.05 Laying of Cable in Existing Trench/GI Pipe/Stone Ware/RCC Hume pipe Using Wooden/Aluminium Rollers as Directed by the Department Staff - LT Cable - 2.5 to 25 Sqmm KM 1.420 21930.30 31141.03

10 ESCOM 27 of 81 60.02 Aluminium End Terminal (Lug) - 16 sqmm NO 352 2.10 739.20

11 ESCOM 27 of 81 60.03 Aluminium End Terminal (Lug) - 25 sqmm NO 8 3.15 25.20

For 4 Panel Box 4 2 8

12 WR SR page 157 page, 13.39 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. Job 8 3937.50 31500.00

For 4 Panel Box 4 2 8

13 ESCOM 5 of 81 8.02 Guy Wire and GI wire - 8 SWG GI Wire ( 4.064 mm Dia ) Std Wt : 125KG/KM MT 0.750 78792.00 59094.00

For 4 Panel Box 5 150 750.00

14 KPWD CIVIL SR 1.6.1 page no 6 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. 1.6.1 In all kinds of soils. Depth upto 1.50m mtr 1020.00 508.20 518364.00

15 KPWD SR vol 1 page 8 , 1.14.1 Earth work for Foundation by mechanical means for all works & depth up to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth 0r sortung & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenace required to complete the work. In all kinds of soils Depth up to 3m . Cum 44.00 107.10 4712.40

16 KPWD SR vol 1 page 15, 2.1.3 Providing and laying in position plain cement concrete for levelling course fo all works in foundation. The granite/trap/basalt crushed graded course 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 and 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. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates. ( The cost of steel reinforcement & formwork shall be paid separately) Cum 11.75 6,288.45 73883.00

17 KPWD SR vol 1 page 16, 2.3.1 Providing and laying in Reinforced cement conrete fo all basement and surface level works, return walls, retaining walls, sunken floors etc., The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS codes machine mixedwith super plasticisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead and lifts, cost of all materials of quality, 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 and down size graded crushed coarse aggregates. ( CSR 2022, A(68) , I no. 2.3.1 Cum 34.11 6,639.15 226474.68

18 KPWD SR vol 1 page 18, 2.11 ,a 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. for foundation tonne 1.9750 93,929.85 185511.45

Circle 10 45.00 450

19 PWD ELE SR 20 of 105 5.42.1 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG sq.cms 91200.00 0.53 47880.00

Front and Rear side of the panel Board 2 90 60.00 10800.00

Top and Bottom of the panel board 2 90 40.00 7200.00

Right and left side of the panel board 2 60 40.00 4800.00

Total for 4 panel box 22800 4 91200.00

20 PWD ELE SR 20 of 105 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm Mtr 80 414.75 33180.00

Total for 4 panel box 4 20 80.00

21 PWD ELE SR 19 of 105 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 20 540.75 10815.00

Total for 4 panel box 4 5 20

22 PWD ELE SR 18 of 105 5.18.9 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 - 50-63 A TPN Each 12 3242.40 38908.80

Total for 4 panel box 4 3 12

23 PWD ELE SR 17 of 105 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps SP Each 12 435.75 5229.00

Total for 4 panel box 4 3 12

24 PWD ELE SR 20 of 105 5.40.1 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips Mtr 6.0 2588.25 15529.50

Total for 4 panel box 4 1.5 6.0

25 PWD ELE SR 16 of 105 5.14.5 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947 - 100 to 125 A Each 8 10648.05 85184.40

Total for 4 panel box 4 2 8

26 PWD ELE SR 21 of 105 5.48 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Each 4 5085.15 20340.60

Total for 4 panel box 4 1 4

27 PWD ELE SR 14 of 105 5.7.2 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. - 32Amps Each 12 253.05 3036.6

Total for 4 panel box 4 3 12

ESTIMATES FOR STREET LIGHT

SI.No. Item Code DESCRIPTION UNIT Qty BASIC RATE TOTAL INR Incl GST Rate Amount

1 AR1 Supplying and Errection of Decorative 10 Mtrs long hot dip galvanized conicle street pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, Including suitable bolts, Bakelite sheet and MCB's as per IS Specifications suitable to with stand the wind speed of 180 kmph for 10 Mtr pole having dimensions bottom 190 mm, Top 60 mm and Supplying and Errection of Decorative 10 Mtrs long hot dip galvanized conicle street pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, Including suitable bolts, Bakelite sheet and MCB's as per IS Specifications suitable to with stand the wind speed of 180 kmph for 10 Mtr pole having dimensions bottom 190 mm, Top 60 mm. and 3 mm thick, 60 mm dia x 3 mm thick tube support and the suitable of size 400 x 300 x 16 mm base plate and 4 Nos of ODF 25 mm thick x 750 mm J bolts along with template and the pole shall be galvanized with not less than 65 micron etc and finally finished with dupont make paint as required (with out Foundation). The Braket is esthetically countered. The Bracket assembly with top portion of the pole is of split construction type rate approved Each 34 76700.00 2607800.00 90,506.00 3,077,204.00 0.35

2 AR2 Supplying and Errection of Decorative 10 Mtrs long hot dip galvanized conicle street pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, Including suitable bolts, Bakelite sheet and MCB's as per IS Specifications suitable to with stand the wind speed of 180 kmph for 10 Mtr pole having dimensions bottom 190 mm, Top 60 mm and Supplying and Errection of Decorative 10 Mtrs long hot dip galvanized conicle street pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, Including suitable bolts, Bakelite sheet and MCB's as per IS Specifications suitable to with stand the wind speed of 180 kmph for 10 Mtr pole having dimensions bottom 190 mm, Top 60 mm. and 3 mm thick, 60 mm dia x 3 mm thick tube support and the suitable of size 400 x 300 x 16 mm base plate and 4 Nos of ODF 25 mm thick x 750 mm J bolts along with template and the pole shall be galvanized with not less than 65 micron etc and finally finished with dupont make paint as required (with out Foundation). The Braket is esthetically countered. The Bracket assembly with top portion of the pole is of split construction type rate approved Each 10 40120.00 401200.00 47,341.60 473,416.00

2 PWD ELE SR 46 of 105 11.8.4 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP-66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC-60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>130lm/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source -LED Streetlight 90 W each 136 15440.25 2099874.00 18,219.50 2,477,851.32

3 PWD ELE SR 56 of 105 13.5 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. Each 136 170.10 23133.60 200.72 27,297.65

4 ESCOM SR 13of 81 32.05 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 4 core 16 sqmm KM 1.320 148934.10 196593.01 175,742.24 231,979.75

5 ESCOM SR 13of 81 32.07 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 3.5 core 25 sqmm KM 0.400 146526.45 58610.58 172,901.21 69,160.48

6 WR SR page no. 95, 9.1.1 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0,HDPE Grade PE80-PN6.0, 63mm dia Mtr 1100 198.45 218295.00 234.17 257,588.10

7 PWD ELE SR PART1 6 oof 105 2.5.8 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:2010 - 3C X 2.5 Sq.mm Mtr. 1100.00 118.65 130515.00 140.01 154,007.70

8 PWD ELE SR PART 5 of 105 2.3.5 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 6 sqmm Mtr. 80 96.60 7728.00 113.99 9,119.04

9 ESCOM PART 4 52 of 81 21.05 Laying of Cable in Existing Trench/GI Pipe/Stone Ware/RCC Hume pipe Using Wooden/Aluminium Rollers as Directed by the Department Staff - LT Cable - 2.5 to 25 Sqmm KM 1.420 21930.30 31141.03 25,877.75 36,746.41

10 ESCOM 27 of 81 60.02 Aluminium End Terminal (Lug) - 16 sqmm NO 352 2.10 739.20 2.48 872.26

11 ESCOM 27 of 81 60.03 Aluminium End Terminal (Lug) - 25 sqmm NO 8 3.15 25.20 3.72 29.74

12 WR SR page 157 page, 13.39 Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia Job 8 3937.50 31500.00 4,646.25 37,170.00

13 ESCOM 5 of 81 8.02 Guy Wire and GI wire - 8 SWG GI Wire ( 4.064 mm Dia ) Std Wt : 125KG/KM MT 0.750 78792.00 59094.00 92,974.56 69,730.92

14 KPWD CIVIL SR 1.6.1 page no 6 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. 1.6.1 In all kinds of soils. Depth upto 1.50m mtr 1020.00 508.20 518364.00 599.68 611,669.52

15 KPWD SR vol 1 page 8 , 1.14.1 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 1.14.1 In all kinds of soils Depth upto 3 m Cum 44.00 107.10 4712.40 126.38 5,560.63

16 KPWD SR vol 1 page 15, 2.1.3 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 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregatesaggregates 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. Cum 11.7490 6288.45 73883.00 7,420.37 87,181.94

17 KPWD SR vol 1 page 16, 2.3.1 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatescoarse 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Cum 34.11 6639.15 226474.68 7,834.20 267,240.13

18 KPWD SR vol 1 page 18, 2.11 ,a 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. for foundation tone 1.98 93929.85 185511.45 110,837.22 218,903.52

19 PWD ELE SR 20 of 105 5.42.1 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG sq.cms 91200.00 0.53 47880.00 0.62 56,498.40

20 PWD ELE SR 20 of 105 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm Mtr 80 414.75 33180.00 489.41 39,152.40

21 PWD ELE SR 19 of 105 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 20 540.75 10815.00 638.09 12,761.70

22 PWD ELE SR 18 of 105 5.18.9 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 - 50-63 A TPN Each 12 3242.40 38908.80 3,826.03 45,912.38

23 PWD ELE SR 17 of 105 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps SP Each 12 435.75 5229.00 514.18 6,170.22

24 PWD ELE SR 20 of 105 5.40.1 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips Mtr 6.00 2588.25 15529.50 3,054.14 18,324.81

25 PWD ELE SR 16 of 105 5.14.5 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947,65A Each 8 10648.05 85184.40 12,564.70 100,517.59

26 PWD ELE SR 21 of 105 5.48 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Each 4 5085.15 20340.60 6,000.48 24,001.91

27 PWD ELE SR 14 of 105 5.7.2 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. - 32Amps Each 12 253.05 3036.60 298.60 3,583.19

10 % Supervision Charges 10% 713529.90 8419652.82

Drain Size Width Height 1 Height 2 PCC Bed Off & thk Bott Bed thk Sides wall Thk Top Slab Free Board Nos

Drain Size Width Height 1 Height 2 PCC Bed Off & thk Bott Bed thk Sides wall Thk Top Slab Free Board Nos

Estimates of Utility Duct

Sl. No. Description of Work Unit No L B D Quantity Rate Amount

1 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

PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.14.1

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

PWD CSR 2023 - 2024, (V - 1), Page No 15, Item No 2.1.3

3 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. 2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

PWD CSR 2023 - 2024, (V - 1), Page No 16, Item No 2.4.2

4 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. 2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

PWD SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2

Top Slab 50% Slab

5 Steel Fabrication h. All other type of Structures 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 Change Steel For Bottom Slab & sdes For Top Slab

PWD CSR 2023 - 2024, (V - 1), Page No 18, Item No 2.11 h BBS qty Diff Kg/cum BBS qty Diff Kg/cum

Grand Total Rs 37836842.00

Assistant Executive Engineer, 0.00

PWD Sub-Division Saundatti. 0.00

No of sides From To Length (m) Width Heigth Side wall Th. Bottom slab Th. Top slab Th.

ESTIMATION FOR STEEL CONSUMPTION

Drain Size 0.90 X 0.90 1 STEEL DENSITY 7850

Concrete quantity Steel quantity Total WT

SL No TYPE Sides No of sides L B D Qty Shape of Bar DIA C/C LENGTH NO UNIT WT WT Shape of Bar DIA C/C LENGTH NO UNIT WT WT Total WT Kg/Cum

2 Drain Side wall LHS 4 2010 0.13 0.90 905 Item sides Estimate qty BBS qty Diff qty Kg/cum

` Steel Bottom & sides #REF! 131.35 #REF! 89

Top slab #REF! 65.22 #REF! 94

Drain Size 1.00 X 1.00 1 STEEL DENSITY 7850

Concrete quantity Steel quantity Total WT

SL No TYPE Sides NO L B D Qty Shape of Bar DIA C/C LENGTH NO UNIT WT WT Shape of Bar DIA C/C LENGTH NO UNIT WT WT Total WT Kg/Cum

2 Drain Side wall LHS 4 2010 0.125 0.90 904.50 Item sides Estimate qty BBS qty Diff qty Kg/cum

Steel Bottom & sides #REF! 77.91 #REF! 53

Top slab #REF! 42.44 #REF! 61

Drain Size 1.00 X 1.00 1 STEEL DENSITY 7850

Concrete quantity Steel quantity Total WT

SL No TYPE Sides NO L B D Qty Shape of Bar DIA C/C LENGTH NO UNIT WT WT Shape of Bar DIA C/C LENGTH NO UNIT WT WT Total WT Kg/Cum

2 Drain Side wall LHS 4 0 0.13 1.00 0.00 Item sides Estimate qty BBS qty Diff qty Kg/cum

3 Drain Slab LHS 2 #REF! 1.25 0.13 #REF! 10 0.15 1.40 #REF! 0.62 #REF! 8 0.15 #REF! 12 0.39 #REF! #REF! #REF! #REF! Concrete Bottom & sides #REF! 0 #REF!

8 #REF! #REF! #REF! #REF! #REF! #REF! Top slab #REF! #REF! #REF!

Steel Bottom & sides #REF! 0.01 #REF! #DIV/0!

Top slab #REF! #REF! #REF! #REF!

Drain Size 1.00 X 1.00 1 STEEL DENSITY 7850

Concrete quantity Steel quantity Total WT

SL No TYPE Sides NO L B D Qty Shape of Bar DIA C/C LENGTH NO UNIT WT WT Shape of Bar DIA C/C LENGTH NO UNIT WT WT Total WT Kg/Cum

2 Drain Side wall LHS 4 0 0.13 1.00 0.00 Item sides Estimate qty BBS qty Diff qty Kg/cum

3 Drain Slab LHS 2 #REF! 1.25 0.13 #REF! 10 0.15 1.40 #REF! 0.62 #REF! 8 0.15 #REF! 12 0.39 #REF! #REF! #REF! #REF! Concrete Bottom & sides #REF! 0 #REF!

8 #REF! #REF! #REF! #REF! #REF! #REF! Top slab #REF! #REF! #REF!

Steel Bottom & sides #REF! 0.01 #REF! #DIV/0!

Top slab #REF! #REF! #REF! #REF!

Drain Size 1.00 X 1.00 1 STEEL DENSITY 7850

Concrete quantity Steel quantity Total WT

SL No TYPE Sides NO L B D Qty Shape of Bar DIA C/C LENGTH NO UNIT WT WT Shape of Bar DIA C/C LENGTH NO UNIT WT WT Total WT Kg/Cum

2 Drain Side wall LHS 4 0 0.13 1.00 0.00 Item sides Estimate qty BBS qty Diff qty Kg/cum

3 Drain Slab LHS 2 #REF! 1.25 0.13 #REF! 10 0.15 1.40 #REF! 0.62 #REF! 8 0.15 #REF! 11 0.39 #REF! #REF! #REF! #REF! Concrete Bottom & sides #REF! 0 #REF!

8 #REF! #REF! #REF! #REF! #REF! #REF! Top slab #REF! #REF! #REF!

Steel Bottom & sides #REF! 0.01 #REF! #DIV/0!

Top slab #REF! #REF! #REF! #REF!

Estimate qty 69 2.76

DETAILS BY CE SIR

Sl. No Box Cell Size No/ a x b /Ec No of Vent a b c d e f g h Qty of Steel (kg) Qty of Concrete (cum) Steel in Kgs

1 Vent Width Depth Slab Off T Slab B Slab Side Wall M Wall

Typical Design of Curve

Chainage 9460.00 m

Radius of curve R = 45.00 mtr

Lane Width, m CW 5.50 m

Angle in degrees Y = 45.00 º

Allowable Speed in Km/hr V = 80

Super elevation (Calculated) allowable speed e = V2 / 225R

As per Rural Road Manual limited Elevation = 7%

Allowable Super Elevation = 7%

Revised Speed limit Vr = √27.94 R

Length of transition curve Ls = 2.7xVr 2 / R

Length of T/C LS = Length of T/C-1, LS = 0.0215*V3 /CR

Length of Curve Lc = 2 x ∏ x R x (Ø/360)

Extra width of widening 0.60 (As per IRC 73)

Sl.No Junctions Chainges Type Type

Existing Top Details Existing Bottom Details Proposed Road Width Proposed Reconstruction Proposed Layer Width of Reconstrucion Reconstruction Shoulder Width

Sl.No Junctions Chainges Type Type Chainage Length Start CW Shoulder Start FW End CW Shoulder End FW Slope Proposed FW Proposed CW Existing CW Subgrade GSB WMM DBM BC DLC PQC Total Proposed Crest Subgrade Bottom Width GSB WMM BM SDBC Prime Coat Tack Coat DLC PQC GSB WMM BM & SDBC DLC PQC

Y T X .+ Widening Full Width Bottom Width Widening Full Width Carriage Width Widening Carraige width Widening Carriage width Widening Carriage width Widening Bottom Width Center Width GSB Offset Bottom Width Widening Widening For Part Carraige width GSB Bottom Width GSB Center Width Carraige width WMM Offset Widening For Part Carraige width Carraige width Widening For Part Carraige width Carraige width Widening CW

ESTIMATE OF JUNCTIONS

SN Description of Work Unit No L B D Quantity 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 thickness. By Mechanical Means using Dozer A) In area of light jungle

PWD CSR 2023 - 2024, (V - 3), Page No 9, Item No 2.5(ii) a

Deduction for voids 40% 40% -96.00

2 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

PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.5

3 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth

PWD CSR 2023 - 2024, (V - 1), Page No 8, Item No 1.12.

4 Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.7

5 KSRRB 300 - Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour, HOM complete as per specifications. MORTH / Chapter 3

PWD SR 2023-24 ,,Pg. No. 147 I. No.19.64

5 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

PWD CSR 2023 - 2024, (V - 3), Page No 17, Item No 3.6

Earthen shoulder adjacent to PQC

Earthen shoulder adjacent to DLC

Earthen shoulder adjacent to DBM & BC

Earthen shoulder adjacent to WMM

Earthen shoulder adjacent to GSB

For Subgrade in Widening Portion

For Subgrade Full width

6 4.2 401 B 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 m3

PWD CSR 2023 - 2024, (V-3), Page No 23, Item No 4.2.(b) (v)

GSB Bottom Widening

GSB Carriage Widening

GSB For Full Width

GSB For Carriage Width

7 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 roller to achieve the desired density.

PWD CSR 2023 - 2024, (V - 3), Page No 26, Item No 4.17

WMM in Carriage Widening

WMM in Carriage Width

8 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.

PWD CSR 2023 - 2024, (V - 3), Page No 31, Item No 5.1.A (i)

Prime over WMM in Carriage Widening

Prime over WMM in Carriage Width

9 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom.

PWD CSR 2023 - 2024, (V - 3), Page No 31, Item No 5.3 - (i)

On Existing Surface

10 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA. Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

PWD CSR 2023 - 2024, (V - 3), Page No 35, Item No 5.12.(B)

11 Bituminous Concrete Grading II for traffic <20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

PWD CSR 2023 - 2024, (V - 3), Page No 38, Item No 5.16(c)

#REF! Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing

PWD CSR 2023 - 2024, (V - 3), Page No 49, Item No 6.1.

#REF! Pavement Quality Concrete using paver - M40 Grade Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, onstruction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 420 kg/m3.

PWD CSR 2023 - 2024, (V - 3), Page No 49, Item No 6.2.1

Assistant Engineer Assistant Executive Engineer

PWD, Sub-Division PWD, Sub-Division

Saundatti Saundatti

#REF! Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 gradee foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M15 grade for kerb base

#REF! Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces m2 85.00 8.11 803 Painting on

#REF! Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408

#REF! Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications.

ESTIMATE OF WATER SUPPLY PIPE LINE

SN Items of work Unit No. Length Breadth Depth Quantity Rates Amount. Rs.

1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.

80% of Total Qtty of Excavation By Mechanical Means 100% 162.00

a) In Ordinary Soil 100% 162.00 275.10 44566.20

2 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE80-PN8.0,140mm dia

PWD WS & UW 2023-24 , V-1 Pg No. ,95 I.No 9.2.3

HDPE Grade PE 8-PN 8, 90 mm dia 0.00

3 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for:

PWD WS & UW 2023-24 , V-1 Pg No. ,121 I.No 10.15.6

Total Rs. 193247.00

Assistant Engineer Assistant Executive Engineer

PWD, Sub-Division PWD, Sub-Division

Saundatti Saundatti

3 2.00km-3.0km 14+.. 21+6 POLE SUPPORTS 12

4 3.00km-4.0km 11+4 4.0+0.0 No of Disc Insulator 16 96

5 4.00km-5.0km 10+1 ... guy set 4

6 5.00km-6.0km 2+0 15+15 LT conductoring 3

7 6.00km-7.0km .... 20+22 road crossing 64.4

9 8.00km-9.0km 2+8 15+15 transformers

Electrical Pole shifting

SI Item Code Description Unit Qty Rate Amount

1 1.1 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr LongSteel/RCC/PSCC supports as per approved Drawing.

1.1 1.1.1 Ordinary Soil Per Pit 46 660.45 30380.70

1.2 1.1.2 Hard Soil Per Pit 1188.60

2 1.01 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 Nos. 46 7429.80 341770.80

3 2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Nos. 46 1168.65 53757.90

4 1.06 PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018) as per REC Standards Nos. 12 4408.95 52907.40

5 2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Nos. 12 1168.65 14023.80

6 2.03 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018) No 46 922.95 42455.70

7 3.01 11 kV, Cross Arm with HT Top Support (glass reinforced hot pressed SMC compound) Sets 46 754.95 34727.70

8 6.05 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) Nos. 138 215.25 29704.50

9 6.08 DISC Insulator 45 kN Porcelain Nos. 16 535.50 8568.00

10 1.7 Digging of Pit for GUY SET

11 1.7.1 Ordinary Soil Per Pit 4 343.35 1373.40

12 1.7.2 Hard Soil Per Pit 660.45

13 1.7.4 Hard Rock Per Pit 1046.85

15 6.05 Releasing of Rabbit Conductor Per KM/Wire 6.21 4212.60 26160.25

16 7.02 ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Kms 6.21 48545.70 301468.80

17 6.02 Stringing of Rabbit Conductor (including pin binding, providing jumps, dead ending, etc.,) Per KM/Wire 6.21 5494.65 34121.78

18 9.03 PG Clamp Rabbit to Rabbit No 138 107.10 14779.80

19 10.06 T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers Set 138 331.80 45788.40

20 2.05 LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018) No 3 303.45 910.35

21 2.07 LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018) No 3 138.60 415.80

22 5.02 Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole Sets 3 128.10 384.30

23 5.01 Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole Set 3 128.10 384.30

24 6.03 1.1 kV Ceramic Pin Insulator (Shell only) Nos. 15 32.55 488.25

25 6.06 No. 8 Strain Insulator Nos. 15 28.35 425.25

26 2.16 Spiral Earth Electrode Nos. 58 250.95 14555.10

27 4.03 Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing Mtr 64.4 97.65 6288.66

28 24.01 11 kV, GOS a) 200 Amps, Single Break Set 2 9922.50 19845.00

29 13.02 Labour for 11 kV, GOS a) 200 Amps, Single Break Set 2 1159.20 2318.40

30 1.8.1 A) Base Concreting with CC 1:4: 8

31 1.8.1.a a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) Each 58 286.65 16625.70

32 1.8.1.b b Pole base for 9 Mtr Square Pole (650x650x150mm) Each 58 371.70 21558.60

33 1.8.2 B) Pole Concreting with CC 1:2:4 (without coping)

35 1.8.2.g Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement) Each 2 210.00 420.00

36 Transporation by Head Load where ever there is no accessability for transporation by vechicle

37 21.02 for Poles 25 to 105 Mtr Per Pole 46 299.25 13765.50

38 22.02 For ACSR Conductors 25 to 105 Mtr Per KM 6.21 129.15 802.02

39 Loading and unloading of Pole (loading of Pole to vehicles at stores and unloading at workspot) NOTE:- Consolidated amount for both loading and unloading.

40 26.02 9 Mtr RCC/PSCC Pole No 46 149.10 6858.60

41 5.06 Fixing of HT/LT Single Top Support Each 46 117.60 5409.60

42 3.01 Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing For 25/63/100 kVA Per Structure 0 6011.25 0.00

43 21.04 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI Set 0 25267.20 0.00

11KV, 5KN Polymeric Pin insulators (24mm Dia FRP Rod) 0.00

44 6.08 DISC Insulator 45 kN Porcelain No 16 535.50 8568.00

46 19.02 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR No 0 1663.20 0.00

47 26.01 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018) Set 0 6721.05 0.00

48 Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (44/6.19)Using 6ft. Copper bonded rod with backfill compound (44/6.19.2)

49 67.2 Caution/Danger Board No 0 157.50 0.00

50 4.02 Anti Climbing Device (12 Mtr GI Barbed wire) No 0 93.45 0.00

51 Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (43/6.18)

53 17.01 LT Protection Kit (Dwg No. For KPTCL & ESCOMs/GM/QS&S/10 Dtd 24.11.2018) No 0 2124.15 0.00

55 20.01 11 kV, HG Fuse Unit with Solid Core Insulator 302122 852 (Dwg No. For KPTCL & ESCOMs/GM/QS&S/21 Dtd 24.11.2018) (3 Nos) Set 0 1122.45 0.00

45 24.01 GOS as per IS-9921, IS-1977 174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018) Set 2 9922.50 19845.00

57 24.04 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/61 Dtd 24.11.2018) Set 0 4548.60 0.00

46 27 Loading & Unloading of Transformer (when maintaince men for loading and unloading are not available in store) Loading

59 23.02 Transporation by Head Load where ever there is no accessability for transporation by vechicle 23 Distribution Transformer 25 kVA 25 to 105 Mtr Per TFR 598.50 0.00

60 24.02 Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr Per TFR 0 993.30 0.00

47 26.01 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018) Set 1 6721.05 6721.05

48 54.01 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 8 780.15 6241.20

49 54.02 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 8 709.80 5678.40

50 54.03 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 8 325.50 2604.00

51 54.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified 8 2280.60 18244.80

ESCOM DEPOSITE & SUPERVISION CHARGES 100000 100000 ₹ 0.00

PWD SR 2023-24 NH Dharwad Circle

DIFFERENCE IN RATES Belagavi Ballari Kalaburgi

Bitumen SR Rate SR Rate Issue Rate Difference SR Rate Issue Rate SR Rate Issue Rate

80/100 Pcaked VG-10 80/100 Pcaked VG-10 41318 41468.00 -150.00 41210 41210 Rate not Given 41820 41820 Rate not Given

60/70 Packed VG-30 60/70 Packed VG-30 42118 40918.00 1200.00 42010 42010 Rate not Given 42620 42620 Rate not Given

40/60 Bulk VG-30

40/60 Packed VG-30

SN Itmes Unit Pg.No I.No Volume MORTH Page No. Basic Rate Area wtg % Total Rate Form Work % Gross Rate Circle Considered

1 2 3 4 5 6 7 8 8 9 10 11 12 13 Belagavi Ballari Kalaburgi

Road & Traffic Safety Basic Rate Page No Basic Rate Page No Basic Rate Page No

139983 1 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer A) In area of light jungle 100m2 9 2.5(ii) a V-3 201 PWD SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a 393.00 0.00 393.00 -19.65 18526 139 18526 139 18526 139

2 Cutting of Trees, excluding removal of stumps and roots of trees PWD SR 2023-24, ,Pg. No. I. No. 0.00

264 7 Removal of Telephone / Electric Poles and Lines Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and lead and stacking the serviceable and unserviceable material separately. Nos 13 2.27 V-3 202 PWD SR 2023-24, V-3,Pg. No. 13 I. No.2.27 339.00 0.00 339.00 -16.95 217 141 217 141 217 141

34 8 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator m2 17 3.4 (ii) V-3 305.4.3 PWD SR 2023-24, V-3,Pg. No. 17 I. No.3.4 (ii) 5.00 0.00 5.00 -0.25 24 146 24 146 24 146

4 9 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 m2 17 3.5. V-3 305.4.3 PWD SR 2023-24, V-3,Pg. No. 17 I. No.3.5. 6.00 0.00 6.00 -0.30 3.4 146 3.5 146 3.5 146

65 10 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth m3 8 1.12. V-1 PWD SR 2023-24, V-1,Pg. No. 8 I. No.1.12. 95.00 0.00 95.00 -4.75 41 144 41 143 41 143

87 11 Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. m3 17 3.7. V-3 305.3.4 PWD SR 2023-24, V-3,Pg. No. 17 I. No.3.7. 105.00 0.00 105.00 -5.25 23 147 23 147 23 147

113 12 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) m3 7 1.7. V-1 PWD SR 2023-24, V-1,Pg. No. 7 I. No.1.7. 119.00 0.00 119.00 -5.95 95 147 95 147 95 147

402 13 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. If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there of Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation m3 7 1.8. V-1 PWD SR 2023-24, V-1,Pg. No. 7 I. No.1.8. 474.00 0.00 474.00 -23.70 455 147 564 147 579 147

413 14 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 m3 17 3.6. V-3 305 PWD SR 2023-24, V-3,Pg. No. 17 I. No.3.6. 493.00 0.00 493.00 -24.65 479 147 588 147 604 147

2234 15 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 B) For Grading -V Material m3 23 4.2.(B) (5) V-3 401 PWD SR 2023-24, V-3,Pg. No. 23 I. No.4.2.(B) (5) 2359.00 0.00 2359.00 -117.95 1750 153 1804 153 1727 153

16 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 B) For Grading -III Material m3 19 4.2.(B) (3) V-3 401 PWD SR 2023-24, V-3,Pg. No. 19 I. No.4.2.(B) (3) 2384.00 0.00 2384.00 -119.20

2394 17 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 roller to achieve the desired density. m3 26 4.17 V-3 406 PWD SR 2023-24, V-3,Pg. No. 26 I. No.4.17 2559.00 0.00 2559.00 -127.95 1826 155 1877 155 1834 155

0 18 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 0 V-3 PWD SR 2023-24, V-3,Pg. No. 0 I. No. 0.00 0.00 0.00 0.00

433 18 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 m2 91 10.5 V-3 3004.2 PWD SR 2023-24, V-3,Pg. No. 91 I. No.10.5 426.00 0.00 426.00 -21.30 347 260 350 260 345 260

51 19 Slurry Seal Providing and laying slurry seal consisting of a mix of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface i) 2-3 mm thickness (Type-I) m2 40 5.23(i) V-3 512 PWD SR 2023-24, V-3,Pg. No. 40 I. No.5.23(i) 47.00 0.00 47.00 -2.35 27 165 28 165 28 165

44 20 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. m2 31 5.1 A (i) V-3 PWD SR 2023-24, V-3,Pg. No. 31 I. No.5.1 A (i) 41.00 0.00 41.00 -2.05 34 158 34 158 34 158

12 21 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom m2 31 5.3.(i) V-3 503 PWD SR 2023-24, V-3,Pg. No. 31 I. No.5.3.(i) 12.00 0.00 12.00 -0.60 11 159 11 159 12 159

9889 22 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA. Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. m3 35 5.12.(B) V-3 505 PWD SR 2023-24, V-3,Pg. No. 35 I. No.5.12.(B) 9362.00 0.00 9362.00 -559.45 7301 160 7480 160 7462 160

Dense Graded Bituminous Macadam Grading - II for traffic >20 MSA Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. m3 35 5.13.(B) V-3 505 PWD SR 2023-24, V-3,Pg. No. 35 I. No.5.13.(B) 9680.00 0.00 9680.00

11531 23 Bituminous Concrete Grading II for traffic <20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects m3 38 5.16(c) V-3 507 (B) PWD SR 2023-24, V-3,Pg. No. 38 I. No.5.16(c) 10954.00 0.00 10954.00 -547.70 8440 162 8656 162 8621 162

Bituminous Concrete Grading II for traffic >20 MSA. Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects m3 38 5.17 V-3 507 (B) PWD SR 2023-24, V-3,Pg. No. 38 I. No.5.17 11256.00 0.00 11256.00

422 24 Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately m3 12 2.19 V-3 202 PWD SR 2023-24, V-3,Pg. No. 12 I. No.2.19 563.00 0.00 563.00 -28.15 899 140 899 140 899 140

4196 Koppal, Raichur, Bijapur & Bagalkote 25 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing m3 49 6.1. V-3 601 PWD SR 2023-24, V-3,Pg. No. 49 I. No.6.1. 4920.00 0.00 4920.00 -246.00 3257 174 3170 174 3116 174

8738 Koppal 26 Pavement Quality Concrete using paver - M40 Grade Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, onstruction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 420 kg/m3. m3 49 6.2.1 V-3 PWD SR 2023-24, V-3,Pg. No. 49 I. No.6.2.1 9061.00 0.00 9061.00 444.70 5398 175 5479 175 5331 175

6837 27 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 m3 15 2.1.3 V-1 5989.00 PWD SR 2023-24, V-1,Pg. No. 15 I. No.2.1.3 5989.00 0.00 5989.00 -1102.70 4901 176 5004 176 4816 176

8068 28 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing m2 65 8.7. V-3 801 PWD SR 2023-24, V-3,Pg. No. 65 I. No.8.7. 9010.00 0.00 9010.00 -450.50 6877 180 6880 180 6863 180

478 35 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (Note : 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2. Cost of painter is already included in usage charges of road marking machine) m2 67 8.15 V-3 803 PWD SR 2023-24, V-3,Pg. No. 67 I. No.8.15 530.00 0.00 530.00 -26.50 429 182 429 182 429 182

365 36 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Nos 74 8.43 V-3 806.00 PWD SR 2023-24, V-3,Pg. No. 74 I. No.8.43 365.00 0.00 365.00 -18.25 289 187 289 187 289 187

4028 37 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 5th kilometre stone (precast) each 67 8.16(i) V-3 805.00 PWD SR 2023-24, V-3,Pg. No. 67 I. No.8.16(i) 5081.00 0.00 5081.00 -254.05 3453 182 3464 182 3413 182

2444 38 Reinforced cement concrete M-15 Grade kilometer stone of Standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) each 67 8.16(ii) V-3 PWD SR 2023-24, V-3,Pg. No. 67 I. No.8.16(ii) 2927.00 0.00 2927.00 -146.35 2154 182 2161 182 2126 182

1611 39 Reinforced cement concrete M-15 Grade kilometer stone of Standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii) 200 m stone (precast) each 67 8.16(iii) V-3 805.00 PWD SR 2023-24, V-3,Pg. No. 67 I. No.8.16(iii) 842.00 0.00 842.00 -42.10 546 182 547 182 541 182

40 Road Humps / speed breakers PWD SR 2023-24, ,Pg. No. I. No. 0.00 0.00 0.00 0.00

48798 40 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 No 0 8.60.2 iii V-3 99.0 PWD SR 2023-24, V-3,Pg. No. 0 I. No.8.60.2 iii 51869.00 0.00 51869.00 -2593.45 48687 307 48798 307 48798 307

1.2 41 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade cm 63 8.3. V-3 801 PWD SR 2023-24, V-3,Pg. No. 63 I. No.8.3. 1.60 0.00 1.60 -0.08 1 181 1 181 1 181

0 42 Rumble strips 0 PWD SR 2023-24, ,Pg. No. 0 I. No. 0.00 0.00 0.00 0.00

18047 42 Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. m2 71 8.31 V-3 813.4 PWD SR 2023-24, V-3,Pg. No. 71 I. No.8.31 188.00 0.00 188.00 -9.40 17901 307 18047 307 18047 308

1890 43 Road Delineators: Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. each 67 8.17 V-3 806 PWD SR 2023-24, V-3,Pg. No. 67 I. No.8.17 2021.00 0.00 2021.00 -101.05 4668 189 4668 189 4668 189

647 44 Boundary Pillars Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting each 67 8.18 V-3 807 PWD SR 2023-24, V-3,Pg. No. 67 I. No.8.18 748.00 0.00 748.00 -37.40 2487 188 2495 188 2500 188

1890 45 Road Delineators: Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Each 67 8.17 V-3 806.00 PWD SR 2023-24, V-3,Pg. No. 67 I. No.8.17 2021.00 0.00 2021.00 -101.05 1852 182 1852 182 1852 182

73 46 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 m3 8 1.14.1 V-1 PWD SR 2023-24, V-1,Pg. No. 8 I. No.1.14.1 102.00 0.00 102.00 -5.10 195 220 195 220 195 220

0 47 Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. 71 V-3 PWD SR 2023-24, V-3,Pg. No. 71 I. No. 0.00 0.00 0.00 0.00 186 186

3701 49 ii)Double row for two utility service m 71 8.29(ii) V-3 PWD SR 2023-24, V-3,Pg. No. 71 I. No.8.29(ii) 4009.00 0.00 4009.00 -200.45 3285 186 3337 186 3340 186

6400.8 50 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates m3 16 2.4.1 V-1 PWD SR 2023-24, V-1,Pg. No. 16 I. No.2.4.1 6404.00 0.00 6404.00 5% 320.20 6724.25 -336.16 4724 256 4713 256 4565 256

3271 51 Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m 69 8.25 (i) V-3 811 PWD SR 2023-24, V-3,Pg. No. 69 I. No.8.25 (i) 3640.00 0.00 3640.00 -182.00 1959 184 1959 184 1959 184

647 52 Boundary Pillars Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting each 67 8.18 V-3 807 PWD SR 2023-24, V-3,Pg. No. 67 I. No.8.18 748.00 0.00 748.00 -37.40 475 183 476 183 473 183

290 53 Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 m3 27 4.19 V-3 408 PWD SR 2023-24, V-3,Pg. No. 27 I. No.4.19 367.00 0.00 367.00 -18.35 209 156 209 156 209 156

204 54 Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 gradee foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M15 grade for kerb base m 63 8.2 (a) V-3 409 PWD SR 2023-24, V-3,Pg. No. 63 I. No.8.2 (a) 242.00 0.00 242.00 -8.95 283 217 291 217 276 217

1145 55 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. Sqm 64 9.3 V-2 PWD SR 2023-24, V-2,Pg. No. 64 I. No.9.32 1145.00 0.00 1145.00 -57.25 1113 103 1095 103 1095 103

56 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 layer s 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 m3 15 2.1.3 V-1 PWD SR 2023-24, V-1,Pg. No. 15 I. No.2.1.3 5989.00 0.00 5989.00 -299.45

57 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. Sub structure of Bridges Tonne 18 2.11.C V-1 PWD SR 2023-24, V-1,Pg. No. 18 I. No.2.11.C 86433.00 0.00 86433.00 -4321.65

58 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces m2 66 8.1 V-3 803.0 PWD SR 2023-24, V-3,Pg. No. 66 I. No.8.1 109.00 0.00 109.00 -5.45

59 Providing and fixing of typical PMGSY type informatory sign board with Logo as per MORD specifications and drawing (Retro Reflective Traffic sign as per IRC 67 Clause 1701.3.8.1 Class A Typlr-1). i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 Nos 149 16.29 V-3 1701.00 PWD SR 2023-24 ,V-3, 149 16.29 15352.00 0.00 15352.00 -1377.65

Assistant Engineer Assistant Executive Engineer

PWD, Sub-Division PWD, Sub-Division

Saundatti Saundatti

53 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum 111 16.4. 0.0 2504.0 PWD SR 2023-24 ,0,Pg. No. 111 I. No.16.4. 2342 241 2342 241 2342 241

40 KSRRB M800-11.1 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work : Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control complete as per Specification. i) Over 10 cm in width. MORTH Specification No. 803 Sqm 181 24.11 V-3 803.00 PWD SR 2023-24 ,V-3,Pg. No. 181 I. No.24.11 146 181 146 181 146 181

29 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 55 8.06. 0.0 801.0 PWD SR 2023-24 ,0,Pg. No. 55 I. No.8.06. 7146 180 7151 180 7130 180

30 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. PWD SR 2023-24 ,,Pg. No. I. No.

55 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces m2 85.00 8.11 803 Painting on Sqm 56 8.10. 0.0 803.0 PWD SR 2023-24 ,0,Pg. No. 56 I. No.8.10. 80 180 80 180 80 180

18 KSRRB 500-2. Cleaning the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and / or compressed air to receive bituminous treatment including cost of all materials, labour, HOM complete as per specifications. Clause 501 of MORTH V revision. Sqm 21.2. PWD SR 2023-24 ,,Pg. No. I. No.21.2. 5 158 5 158 5 158

7 iv) Girth from 2700mm to 3600mm Each 18.5 PWD SR 2023-24 ,,Pg. No. I. No.18.5 6977 138 6977 138 6977 138

44 Supply & installation of Aluminum-backed flexible prismatic sheeting made of Yellow coloured flexible prismatic sheeting with non-metallic prismatic lens, formed in a transparent, synthetic resin, as retroreflective elements mounted on a Aluminum (AI) foil with a pre-coated pressure sensitive adhesive and easily removable liner,containing screen printed arrow/slant line pattern in black color in a continuous roll format and the sheeting shall be extremely flexible and easy to bend or wrap around obJects, capable of exhibiting very high conformability and non- returning dead-fold characteristics required for application on rough and uneven surfaces. Sqft 24.53 PWD SR 2023-24 ,,Pg. No. I. No.24.53 788 188 788 188 788 188

52 KSRRB M800 - Street lighting KSRRB M800-27. Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation complete as per specifications. Excluding cost of earth work excavation & PCC for fixing. MORTH Specification No. Suggestive Each 185 24.32 PWD SR 2023-24 ,,Pg. No. 185 I. No.24.32 10815 185 10815 185 10815 185

54 Providing and laying Pitching / Revetment of 30 cm slopes using granite/basalt/ trap/stones of surface area not less then 0.04 sqm and weighed with sbalss including cost of labour, HOM complete as per specifications. Sqm 256 34.14 2504.00 PWD SR 2023-24 ,,Pg. No. 256 I. No.34.14 447 256 447 256 447 256

12 KSRRB 300 - Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour, HOM complete as per specifications. MORTH / Chapter 3 Sqm 147 19.64 PWD SR 2023-24 ,,Pg. No. 147 I. No.19.64 6 147 6 147 6 147

53 Supply of Triaxial geogrid to be used for stabilization of subgrades and/or optimization of flexible pavements shall be manufactured through punch and stretch process using Polypropylene (PP). It should have hexagonal structure with ribs oriented in three directions forming triangular shaped apertures, having high radial secant stiffness & radial stiffness ratio confirming to ISO 10319/EOTA TR41 and with necessary valid IRC accreditation for base/sub-base stabilization in pavements, with MIF value greater than 1.7 (IRC SP 59 - 2019 - 3.1.3 along with IRC : 37, 2018, clause no.7.2) for sub-grade CBR ≤ 3% with radial secant stiffness of 390 kN/m at 0.5% strain, and radial secant stiffness ratio of 0.7 to 0.8, junction effeciency greater than 90% with distance between alternate parallel ribs as 80mm. The geogrid shall have minimum 2% finely divided carbon black, well dispersed in the polymer matrix to inhibit attack by UV rays. DR - 2 PWD SR 2023-24 ,,Pg. No. I. No.DR - 2

54 Providing and laying a layer of three dimensional honey comb like cellular confinement system “GEO cell” made of ultrasonically welded HDPE strips, which acts as a subgrade/sub base improving reinforcement mat for road pavements, made of high density poly ethylene (HDPE) with a) density of 0.935-0.965 g/cc and surface texting consisting of a multiple rhomboidal indentations over the entire strip. b) The HDPE strip shall be perforated with horizontal rows of 10mm dia holes c) Cell weld spaling:356mm d) Cell size (+/- 10%) 259X224mm with cell depth 200mm e) The thickness of the strip should hot e less than 1.65mm and weld strong should not be less than 2840N(±-5%) f) Pass the environmental stress crack resistance test after minimum of 5000hrs of testing g) Should pass in long term hang strength after minimum 7 days h) Minimum 90% retained strength for weathering i) With 100% strong retained in minimum test with all lead, loading, unloading labour charges etc excluding cost of infill material as per detailed specification and as directed by the Engineer-in-Charge (without GST) DR - 3 PWD SR 2023-24 ,,Pg. No. I. No.DR - 3

55 Providing and Fixing 'Citizen Infromation Board A' Providing and fixing of typical citizen informatory sign Board B as per specification and dwawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of MS plate 5mm thick. Supported on frame post of 2 nos of MS square hallow section 75mmx75mmx5mm which is duly embeded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level. All MS will be Above enameled on both sides. All sections of framed posts, MS sheet and steel tubes will be painted with primer and two coats of epoxy paint as per drwaings etc. Retro Reflective Sheet as per IRC 67 fixed over a two nos of Aluminium composite mateial(ACP) shetting of size 900x750mm of 4mm thick duly bolled/reveled with MS plate of 5mm thick on back side of ACP sheet. Incliding coast and conveyance of all materials equipment, machinery and labour with all lead and lifts, loading and unloading charges, fuel charges including all incidental charges as per the direction of the engineer incharge and Technical specification. (i) For warranty and durability the clause 1701.5 and for maintanance the clause 1911 shall be applicable (ii) A reference number along with month and year of installation should be placed on the back of sign in contrasting colour or by stamping in characters not excedding 50 mm in height. Each DR - 4 PWD SR 2023-24 ,,Pg. No. I. No.DR - 4 16455 16455 16455

56 Main Information Board Provinding and Fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing i) The board will be a composite unit consisting of three plates of aluminium composite materials (ACM), material specifications as per clause 1701.3.7. The top most plate will be in diamond shape of 600mmx600mm size, riveted over welded MS angle iron frame of 25mmx25mmx5mm size on back on edges. the middle plate will be 1200mmx150mm size riveted over welded MS angle iron frame of 25mmx25mmx5mm size ob back on edges.The main lower plate will be 1500mm x600mm size, riveted over welded MS angle iron frame of 25mmx25mmx5mm size ob back on edges.welding of all the sheets over angle iron frame will be done to have plan surface on one side. the angle iron frames of the lower most plate and the middle plate will be welded to two nos 75mmx75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. The top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade blocks of 450mmx450mmx600mm below ground level. The height of bottom of the lower most plate will be 1200mm from normal ground level and the bottom of middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47mmx47mm thickness 12 SWG having a spacing of 100mm between the diamond shaped plate and middle plate and the square section will be welded to the bottom point of the daiamond shaped pate. ii) The lettering and borders etc. of middle and bottom plate. PMGSY logo on top plate shall be as per clause 1701.4.6 essages/borders. All the sections of frame and posts will be painted with primer and two costs of epoxy paint. The design painting and lettering shall be done as per approved drawing iii)For warranty and durability the clause 1701.5 and for maintanance the clause 1911 shall be applicable (iv) A reference number along with month and year of installation should be placed on the back of sign in contrasting colour or by stamping in characters not excedding 50 mm in height. Each DR - 5 PWD SR 2023-24 ,,Pg. No. I. No.DR - 5 10985 10985 10985

57 Providing and Fixing 'Logo' of SHDP Project Providing and fixing of typical SHDP informatory sign board with Logo as per MORTH specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 10.16 PWD SR 2023-24 ,,Pg. No. I. No.10.16 11267 74 11267 74 11267 74

58 Project Display Board of size 1.80 X 1.60 M and 2.80 M from ground level. Providing and erecting Project Display Board of size 1.80 vertical X 1.60 M Horizontal made of Cold Rolled Coil Sheet 16 Gauge (1.6 mm thickness) sheeting strengthened by welding to MS angle of size 35X35X5 mm iron framework on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frame works, background of the facing side of the board painted in traffic yellow,project information written in English/Kannada/Hindi, painting letters and numerals in black , fixed on Mild Steel angle iron post 75mmX75mmX6mm, 2 Nos firmly fixed to the ground by means by property designed foundation with M15 Grade Cement Concrete 45cms X 45cms X 60cms, 60cms below ground level and the board 2.80m from theground level (2 Nos of 3.80 Mtrs overall length each ) as per approved drawing including neccesary cost of lettering, labour, hire charges of machinaries, tranportation, loading and unloading etc., complete as directed by the Enginner. Each 8.47 PWD SR 2023-24 ,,Pg. No. I. No.8.47 9870 89 9870 89 9870 89

45 Supply and fixing of Retro Reflective Single Arrow Road Name Signboard of size 1600mm x 900mm made out of retro reflective sheeting conforming to Type XI standards of ASTM D 4956-09 & as per IRC 67-2012 for full back ground of blue colour & white letters and fixed over 4 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame SS angle of 15mm x 20mm x 1.2mm, supported by 38mm OD stainless steel pipe all round in 304 grade and 2 nos of vertical posts of 50 mm OD stainless steel pipe of 202 grade firmly fixed to the ground by means of propoerly designed foundation of size 450mm x 450mm x 600mm in 1:1.5:3 ratio cement concrete. The background shall be blue in color with letters and border in white, the item includes earthwork excavation, cost of all materials, loading, unloading, lead, lift, transportation etc., complete. as per direction of engineer incharge of work clause 6.9 of IRC 67-2012 for Type XI retro reflective sheeting from the sheeting manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including outdoor weather exposure report for the retro reflective sheeting offered shall be submitted by the contractor for technical qualification in the tender. Sqm 24.59 PWD SR 2023-24 ,,Pg. No. I. No.24.59 13297 190 13297 190 13297 190

RATE ANALYSIS FOR ELECTRICAL WORKS

SL. No Description Unit Pg.No Item Code Voume, Page No, item No Basic Rate Lift charge Total Area weightage Total Item. No. I.No.

SR Page No 5% FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6

1 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel /RCC/PSCC supports as per approved Drawing. 1.1 11 KV

1.1 Ordinary Soil Per Pit 43 of 81 1.1.1 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.43 of 81,Item. No.1.1.1 1 629 629 31.45 660.45 For KPTCL & ESCOMs

1.2 Hard Soil Per Pit 43 of 81 1.1.2 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.43 of 81,Item. No.1.1.2 1 1132 1132 56.6 1188.6

2 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 Nos. 3 of 81 1.01 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.3 of 81,Item. No.1.01 12 7076 7076 353.8 7429.8

Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth 44 of 81 2.02 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.44 of 81,Item. No.2.02 1113 1113 55.65 1168.65

3 Labour charges for fixing of RCC Pole - 9 Mtr Long, 145 Kg WL Nos. 2.02 FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV- Pg. No.,Item. No.2.02 12 0 Item Deleted 0 0 0

4 PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards Nos. 3 of 81 1.06 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.3 of 81,Item. No.1.06 2 4199 4199 209.95 4408.95

5 Labour charges for fixing of PSCC Pole - 9 Mtr Long, 200 Kg WL Nos. II.B FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV- Pg. No.,Item. No.II.B 2 1166 1166 58.3 1224.3

6 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/03 Dtd 24.11.2018) No 3 of 81 2.03 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.3 of 81,Item. No.2.03 6 879 879 43.95 922.95

7 11 kV, Cross Arm with HT Top Support (glass reinforced hot pressed SMC compound) No 4 of 81 3.01 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.4 of 81,Item. No.3.01 6 719 719 35.95 754.95

8 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) Nos. 2 6.06 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.2,Item. No.6.06 18 205 205 10.25 215.25

9 DISC Insulator 45 kN Porcelain Nos. 2 6.09 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.2,Item. No.6.09 12 510 510 25.5 535.5

10 Digging of Pit for GUY SET 1.7 FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV- Pg. No.,Item. No.1.7 0

11 Ordinary Soil Per Pit 44 of 81 1.7.1 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.44 of 81,Item. No.1.7.1 4 327 327 16.35 343.35

12 Hard Soil Per Pit 44 of 81 1.7.2 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.44 of 81,Item. No. 1.7.2 629 629 31.45 660.45

13 Hard Rock Per Pit 44 of 81 1.7.4 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.44 of 81,Item. No.1.7.4 997 997 49.85 1046.85

15 Releasing of Rabbit Conductor Per KM/Wire 46 of 81 7.04 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.46 of 81,Item. No.7.04 1 4012 4012 200.6 4212.6

16 ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Kms 5 of 81 7.02 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.5 of 81,Item. No.7.02 1 46234 46234 2311.7 48545.7

17 Stringing of Rabbit Conductor (including pin binding, providing jumps, dead ending, etc.,) Per KM/Wire 46 of 81 6.02 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.46 of 81,Item. No.6.02 1 5233 5233 261.65 5494.65

18 PG Clamp Rabbit to Rabbit No 6 of 81 9.02 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.6 of 81,Item. No.9.02 18 102 102 5.1 107.1

19 T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers Set 6 of 81 10.06 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.6 of 81,Item. No.10.06 18 316 316 15.8 331.8

20 LT 4 Pin Cross Arm - MS (Dwg No. BESCOM/ GM/QS&S/32 Dtd 24.11.2018) No 4 of 81 2.05 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.4 of 81,Item. No.2.05 25 289 289 14.45 303.45

21 LT 2 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018) No 4 of 81 2.07 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.4 of 81,Item. No.2.07 25 132 132 6.6 138.6

22 Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole Sets 2 5.02 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.2,Item. No.5.02 25 122 122 6.1 128.1

23 Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole Set 2 5.01 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.2,Item. No.5.01 25 122 122 6.1 128.1

24 1.1 kV Ceramic Pin Insulator (Shell only) Nos. 5 of 81 6.03 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.5 of 81,Item. No.6.03 125 31 31 1.55 32.55

25 No. 8 Strain Insulator Nos. 5 of 81 6.07 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.5 of 81,Item. No.6.07 12 27 27 1.35 28.35

26 Spiral Earth Electrode Nos. 4 of 81 2.16 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.4 of 81,Item. No.2.16 25 239 239 11.95 250.95

27 Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing Mtr 4 of 81 4.03 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.4 of 81,Item. No.4.03 500 93 93 4.65 97.65

28 11 kV, GOS a) 200 Amps, Single Break Set 11 of 81 24.01 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.11 of 81,Item. No.24.01 1 9450 9450 472.5 9922.5

29 Labour for 11 kV, GOS a) 200 Amps, Single Break Set 48 of 81 13.02 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.48 of 81,Item. No.13.02 1 1104 1104 55.2 1159.2

30 A) Base Concreting with CC 1:4: 8 1.8.1 0

31 a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) Each 1 1.8.1.a Labour BESCOM - Part-IV - 11 kV Labour Common SR 2021-22, Pg. No 1 I.No.1.8.1.a 25 273 273 13.65 286.65 Old Rate

32 b Pole base for 9 Mtr Square Pole (650x650x150mm) Each 1 1.8.1.b Labour BESCOM - Part-IV - 11 kV Labour Common SR 2021-22, Pg. No 1 I.No.1.8.1.b 25 354 354 17.7 371.7 Old Rate

33 B) Pole Concreting with CC 1:2:4 (without coping) 1.8.2 0 Old Rate

34 9 Mtr support (650x500x1700mm) Each 1 1.8.2.a Labour BESCOM - Part-IV - 11 kV Labour Common SR 2021-22, Pg. No 1 I.No.1.8.2.a 25 3158 3158 157.9 3315.9 Old Rate

35 Guy concreting with Boulders, Mud & SandAs per Drawing No. BESCOM/GM/CP/7/dt: 24.10.07.(with out cement) Each 1 1.8.2.g Labour BESCOM - Part-IV - 11 kV Labour Common SR 2021-22, Pg. No 1 I.No.1.8.2.g 4 200 Item Deleted 200 10 210 Old Rate

36 Transporation by Head Load where ever there is no accessability for transporation by vechicle

37 for Poles 25 to 105 Mtr Per Pole 50 of 81 21.02 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.50 of 81,Item. No.21.02 25 285 285 14.25 299.25

38 For ACSR Conductors 25 to 105 Mtr Per KM 50 of 81 17.02.2 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.50 of 81,Item. No.17.02.2 6 123 123 6.15 129.15

39 Loading and unloading of Pole (loading of Pole tovehicles at stores and unloading at workspot) NOTE:- Consolidated amount for both loading and unloading.

40 9 Mtr RCC/PSCC Pole No 51 of 81 17.05.2 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.17.05.2 25 142 142 7.1 149.1

41 Fixing of HT/LT Single Top Support Each 45 of 81 5.06 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.45 of 81,Item. No.5.06 25 112 112 5.6 117.6

42 Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing For 25/63/100 kVA Per Structure 44 of 81 3.01 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.44 of 81,Item. No.3.01 1 5725 5725 286.25 6011.25

43 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI Set 9 of 81 21.04 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.9 of 81,Item. No.21.04 1 24064 24064 1203.2 25267.2

11KV, 5KN Polymeric Pin insulators (24mm Dia FRP Rod) 0

44 DISC Insulator 45 kN Porcelain No 5 of 81 6.08 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.5 of 81,Item. No.6.08 12 510 510 25.5 535.5

46 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR No 9 of 81 19.02 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.9 of 81,Item. No.19.02 3 1584 1584 79.2 1663.2

47 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. BESCOM/GM/QS&S/35 & 63 Dtd 24.11.2018) Set 12 of 81 26.01 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.12 of 81,Item. No.26.01 1 6401 6401 320.05 6721.05

48 Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (44/6.19)Using 6ft. Copper bonded rod with backfill compound (44/6.19.2) 1 kit 55 of 81 12.60.2 FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV- Pg. No.55 of 81,Item. No.12.60.2 6 6230.00 6230 311.5 6541.5

19 Caution/Danger Board No 32 of 81 68.17 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.32 of 81,Item. No.68.17 4 150 150 7.5 157.5

50 Anti Climbing Device (12 Mtr GI Barbed wire) No 4 of 81 4.02 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.4 of 81,Item. No.4.02 4 89 89 4.45 93.45

51 Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (43/6.18)

52 8 SWG GI Wire (44/6.18.3) Mtr 6.18.3 300 19.00 Item Deleted 19 0.95 19.95 Old Rate

53 LT Protection Kit (Dwg No. BESCOM/GM/QS&S/10 Dtd 24.11.2018) No 9 of 81 17.01 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.9 of 81,Item. No.17.01 2 2023 2023 101.15 2124.15

54 LT Wiring Kit 63/100 KVA (87/15.17.1) Set 15.17.1 2 4248.20 Item Deleted 4248.2 212.41 4460.61 Old Rate

55 11 kV, HG Fuse Unit with Solid Core Insulator (Dwg No. BESCOM/GM/QS&S/21 Dtd 24.11.2018) (3 Nos) Set 9 of 81 20.01 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.9 of 81,Item. No.20.01 1 1069 1069 53.45 1122.45

56 GOS as per IS-9921, IS-1977 11 kV, 200 Amps Single Break GOS (Dwg No. BESCOM/GM/QS&S/23 Dtd 24.11.2018) Set 11of 81 24.01 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.11of 81,Item. No.24.01 1 9450 9450 472.5 9922.5

57 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS Set 11of 81 24.06 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.11of 81,Item. No.24.06 1 4332 4332 216.6 4548.6

58 27 Loading & Unloading of Transformer (when maintaince men for loading and unloading are not available in store) Loading 1 0

58.1 25 kVA No 51 of 81 18.01 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.18.01 285 285 14.25 299.25

58.2 63 kVA No 51 of 81 18.02 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.18.02 285 285 14.25 299.25

58.3 100 kVA No 51 of 81 18.03 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.18.03 1 427 427 21.35 448.35

58.4 25 kVA No 162 No 51 of 81 18.06 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.18.06 285 285 14.25 299.25

58.5 63 kVA No 51 of 81 18.07 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.18.07 285 285 14.25 299.25

58.6 100 kVA No 51 of 81 18.08 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.51 of 81,Item. No.18.08 1 427 427 21.35 448.35

59 Transporation by Head Load where ever there is no accessability for transporation by vechicle 23 Distribution Transformer 25 kVA 25 to 105 Mtr Per TFR 50 of 81 17.03.2 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.50 of 81,Item. No.17.03.2 570 570 28.5 598.5

60 Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr Per TFR 50 of 81 17.04.2 Labour FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Labour Pg. No.50 of 81,Item. No.17.04.2 1 946 946 47.3 993.3

61 DP Set (2 Pole Strucrure Kit) as per IS-1977 Set 8 26.01 Material FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV-Material Pg. No.8,Item. No.26.01 6401 6401 320.05 6721.05

62 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS Set 12 of 81 27.01 FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV- Pg. No.12 of 81,Item. No.27.01 13793 13793 689.65 14482.65

63 (Dwg No. BESCOM/GM/QS&S/35 & 63 Dtd 24.11.2018) 0

64 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg No 22 of 81 55.01 FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV- Pg. No.22 of 81,Item. No.55.01 54.01 743 743 37.15 780.15

65 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each No 22 of 81 51.02 FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV- Pg. No.22 of 81,Item. No.51.02 54.02 676 676 33.8 709.8

66 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag Bag 22 of 81 51.03 FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV- Pg. No.22 of 81,Item. No.51.03 54.03 310 310 15.5 325.5

67 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified No 22 of 81 51.04 FOR KPTCL, ESCOMs & PWD Electrical 2023 - 2024 V – 6 ,11 KV- Pg. No.22 of 81,Item. No.51.04 54.04 2172 2172 108.6 2280.6

SN Itmes Unit Pg.No I.No Volume Page No. Basic Rate Deduct cost of material Amount Asphalt/Cement/Steel Amount cost of material Total Amount Area wtg % Gross Rate Circle Considered

1 2 3 4 5 6 4 7 8 9 10 11 12 8 9 Belagavi Ballari Kalaburgi

Water Supply Basic Rate Page No Basic Rate Page No Basic Rate Page No Basic Rate Page No

1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.

3 Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with m3 63 2.2. V-5 PWD WS & UW 2021-22 , V-1 Pg No. ,63 I.No 2.2. 0.00 0.00 0.00 0.00 0.00 259.00 12 259.00 12 259.00 12

3 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.

8 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for: PWD WS & UW 2023-24 , V-1 Pg No. , I.No

12 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE80-PN8.0,140mm dia #REF!

Upto 80mm dia #REF! 10.07 a #REF! #REF! #REF! #REF! #REF! #REF!

110mm(1.894) Rmt #REF! 10.01.2 d #REF! #REF! #REF! #REF! #REF! #REF!

140mm(3.097) Rmt #REF! 10.01.2 e #REF! #REF! #REF! #REF! #REF! #REF!

160mm(3.923) Rmt #REF! 10.01.2 f #REF! #REF! #REF! #REF! #REF! #REF!

200mm(6.233) Rmt #REF! 10.01.2 g #REF! #REF! #REF! #REF! #REF! #REF!

10 Above 100mm & upto 150mm dia #REF! 10.07 c #REF! #REF! #REF! #REF! #REF! #REF!

63mm(0.662) Rmt #REF! 10.01.2 a #REF! #REF! #REF! #REF! #REF! #REF!

75mm(0.917) Rmt #REF! 10.01.2 b #REF! #REF! #REF! #REF! #REF! #REF!

3 Ordinary Rock (not requiring blasting) #REF! 2.24.2 #REF! #REF! #REF! #REF! #REF! #REF!

4 Hard Rock (requiring blasting) #REF! 2.24.3 #REF! #REF! #REF! #REF! #REF! #REF!

RA FOR ELECTRICAL WORKS 960.000000000001 32

Sl.No Particulars of Item Unit Volume Page No Item Nos OLD Rate Basic Rate Area Wt Gross Rate

1 Decorative light poles: Fabricating, supplying and erection of 11 Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet for MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for 11 Mtrs pole in double/single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom 200mm, top 70 mm with 3mm thick, 2no’s of poles, The poles should be painted aesthetically using good quality PU auto coat paint. The centre pole should be 3mtr height 165mm dia 3mm thick having 1mtr perforation from 1.5mtr to 2.5mtr height. The poly carbonate pipe housed inside the perforation along with color changing LED visible from all side. The foundation plate should be suitable to fix 2no’s of 11 mtr bent at side of this pole. The suitable aluminum head placed at top including PC cover having 7watt LED Bulb inside suitable base plate and 6no’s of M-24 long J Bolts along with template and necessary arrangements. The pole shall be Hot dip galvanized in single dipping with not less than 65 micron as per ASTM-A 123 and 153 etc..,. EOI approved rate. The pole should be as shown in attached picture Each 76578 76578 3828.9 80406.9 With Anita mam(List)

5 Supplying of LT UG cable having aluminum conductor PVC insulated,sheathed,galvanized, steel strips as per IS-3975:1990 and extruded PVC outer sheathed armoured cable as per IS-1554 part-1:1988 and confirming to GTP of GROUP-B 0 0

6 Labour charges for laying of 1.1KV class UG cable in exisiting trench GI pipe/stoneware pipe/on wall/on pole as required.trench GI pipe/stoneware pipe/on pole as required. 0 0

7 Digging of trench of 0.6 m deepx 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete. As per civil SR KSRB 1-2 p-7 0 0

a) In ordinary soil CMT V-6 33.01 79.56 217 10.85 227.85

b) Asphalt cutting Mtr 119.34 119.34 5.967 125.307 civil SR

c) C.C cutting Mtr 216.24 216.24 10.812 227.052 civil SR

8 Supplying and fixing of class A(medium duty) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1KV 0 0

9 Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 class (Metal only) 0 0

10 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the follwing sizes 0 0

11 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 0 0

12 Fabricating supplying and mounting MS box made 14 SWG suitable for floor/wall mounting, fully weather proof with haged front cover, equipped with tamper proof locking arrangements with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enalmeled metal paint etc., comple 14SWG cm2 V-6 5.42.1 0.3774 0.43 0.0215 0.4515

13 Supplying and fixing of 4 pole power contractor with NO/NC contacts on existing wood /panel board using necessary bolts,nuts,washers and wiring etc., complete with AC 3 rating and as per IS-13947 0 0

14 Supplying fixing and wiring electronic 10 to 40Amps three phase 4 wire class-1 Accuracy energy meter Each V-6 5.35 4998 5125.00 256.25 5381.25

15 Supplying and fixing microprocessor based electronic timer(without contact ,Din mounting using necessary bolts,nuts and washers etc.,)3-120sec Each V-6 5.48 2229.7 4352.00 217.6 4569.6

16 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 0 0

17 Supplying and fixing angle iron frame work fabricated out of M.S angle iron and M.S flat with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint 0 0

18 Supplying and drawing Flexible multicore cable manufactured with electrolytic grade flexible copper with low conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100 volts as per IS-694:1990 and confirming to GTP of GROUP-B 2C x 2.5sq.mm m V-6 2.5.7 95.27 79.00 3.95 82.95

19 Supplying heavy guage PVC conduit pipe 32mm dia 2.5mm thick confirming to IS 2509 with suitable size bends, juntion boxes adhesive paste etc.. A nd fixing using inverted hood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cemement plastering the damaged portion using heavy guage saddles at an interval of 700mm using NF screws. m V-6 1.1.3 102 100.00 5 105

20 Supplying , fixing, wiring, earth electrode for grounding conduits, I.C cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit…. The pit should be filled with equal proportion of salt and hcarcoal 150 mm all round the pipe to complete depth. the connection from the pipe to the conduit etc., is to be established through GI pipe of sizw as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia. No V-6 6.1 2781.5 2999.7 149.985 3149.685

21 Supplying and fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts,bolts and washers 100 Amps Each V-6 5.7.4 367.2 650.00 32.5 682.5

22 Supplying of switch disconnector fuse unit (TPN) HRC type (but without HRC fuses). With AC-23A duty and as per IS-13947 125 Amps Each V-6 5.8.3 5161.2 5292.00 264.6 5556.6

23 Supplying and fixing LED type panel board indicating lamp with required colour suitable for 220v A.C 50 Hz 12/24v D.C No V-6 5.38 450.84 464.00 23.2 487.2

24 Supplying fixing and wiring 0 to 100 amps direct reading AC analog type Ammeter Each V-6 5.25 461.04 472.00 23.6 495.6

25 Supplying PVC/GI flexible conduit pipe 25 mm dia fixing on furface over inverted taperd wooden plugs or phill plugs or rawl plugs and clamped using heavy guage saddles at an interval of 300mm using NF screws and on either and of the pipe terminated completely.25mm PWD SR (2014-15) Page no 3 item no 1.9.2 m V-6 1.9.2 30.6 31.00 1.55 32.55

26 Supplying fixing and wiring 0 to 600 volts 96x96mm AC voltmeter on existing panel/wood board. Each V-6 5.22 397.8 407.00 20.35 427.35

27 Supplying and laying double walled corrugated(DWC) HDPE pipe including all necessary connecting sockets/couplings/Tees/Bends/End-caps of same materials in existing trench as per IS 14930 part-II suitable for drawing under ground cables. 110mm OD/94mm ID Mtr V-5 1.4.-K010 375.36 348 17.4 365.4 refer Civil SR

28 Supplying and fixing HRC fuse units base on existing switch/panel board. 63A to 125Amps Each V-6 5.9.2 301.92 270.00 13.5 283.5

29 Supplying and fixing HRC fuse link on existing switch fuse base with watt loss as per IS-13703. 100 Amps Each V-6 5.9.3 313.14 459.00 22.95 481.95

30 Supplying….amps rated 3 phase with neutral bus bar using required capacity electrolytic alluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP /DMC insulator which are mentioned on powder coated 40x6mm M.S. flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers. 100 Amps 4x30x6mm Alluminium Strips m V-6 5.40.1 2177.7 2214.00 110.7 2324.7

31 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A a) 2.5 Sqmm m V-6 2.3.3 29.78 40.00 2 42

32 Supplying and fixing Microprocessor based Astronomical timer switch with using necessary bolts, nuts, and washers etc., Each V-6 5.48 4677.72 4352.00 217.6 4569.6

33 Supplying, fixing and wiring electronic 10 to 40 Amps three phase 4 wire class-1 Accurecy Energy Meter. Each V-6 5.35 4998 5125.00 256.25 5381.25

34 Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 10'x8'x1.5" Each V-6 5.6.2 93.84 97.00 4.85 101.85

35 Supplying and fixing Mouled case circle Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts and wiring complete. Protection of overload and short circuit with thermal magnetic/Micropreocessed release and Earth Fualt as per IS-13947(Icu=Ics) FOUR POLE 100 Amps 25kA Each V-6 5.14.7 5925.18 8265.00 413.25 8678.25

36 Supplying and fixing regular MCCB distribution panel confirming to IS8828, on wall/wood board/flush mounting using required clamps, bolts nuts etc., with provision for fixing of suitable type capacity MCCB's as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440 Volts 3 phase 4 wire powder coated painting etc., complete with a provision for fixing of single /three phase suitable capacity MCCB/MCB's as outgoing confirming to IS8828. 4 way Each V-6 5.16.1 7387.86 9169.00 458.45 9627.45

37 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum V-1 2.4.2 5156.00 6579.72 328.986 6908.706 Civil SR Refer

38 Supplying and fixing sheet metal box made out of 18 SWG Sheet metal with necesssary holes for cable/ conduit entry as required with one coat of primer of approved make etc., 75x75x65mm Each V-6 1.4.1 95.88 100.00 5 105

Assistant Engineer Assistant Executive Engineer

PWD, Sub-Division PWD, Sub-Division

Saundatti Saundatti

STATE HIGHWAY DEVELOPMENT PROJECT

Rate Analysis for Maintenance Works

Sl No Name of Items Unit No Page No Item No Basic Rate Area of Weightage Final Rate #REF! Belagavi Ballari Kalaburgi

5% Basic Rate Page No Basic Rate Page No Basic Rate Page No Basic Rate Page No

1 KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications . II. By Mechanical Means:A. In area of light jungle. MORTH Specification No. 201Schedule of Rates PW,P & IWTD,Belagavi Circle 2018-19 (Page No.139 & Item No.18.15) Ha 2 PWD #REF! 18.15 #REF! #REF! #REF! #REF! #REF! 18526 139 18526 139 18526 139

2 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. (Rural Road SR-2018-19 Belagavi Block, I. No-15.6) Rmt 2 PRED #REF! #REF! #REF! #REF! #REF! #REF! 4 104 4 104 4 104

3 KSRRB M3000-3. Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003(PWD SR-2018-19 Belagavi Circle, I. No-35.3) Sqm 2 PWD #REF! 35.3 #REF! #REF! #REF! #REF! #REF! 15 259 15 259 15 259

4 KSRRB M3000-2. Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(PWD SR-2018-19 Belagavi Circle, I. No-35.2) Sqm 2 PWD #REF! 35.2 #REF! #REF! #REF! #REF! #REF! 28 259 28 259 28 259

5 KSRRB 3000 Filling Pot-holes and Patch Repairs with Bituminous Concrete, 40 mm-- KSRRB M3000-5. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, applying tack coat on the sides and base of excavation at 2.5kg/1Osqm as per clause 500.3, filling back the pot holes with hot bituminous material as per clause 500.4, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3004.2 (PWD SR-2018-19 Belagavi Circle, I. No-35.5) Sqm 1 PWD #REF! 35.5 #REF! #REF! #REF! #REF! #REF! 350 259 352 259 351 259

6 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 (Rural Road SR-2018-19 Belagavi Block, I. No-15.9) Km 1 PRED #REF! 15.90 #REF! #REF! #REF! #REF! #REF! 1352 105 1352 105 1352 105

7 Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 (Rural Road SR-2018-19 Belagavi Block, I. No-15.11) #REF! #REF! #REF! #REF!

i) Painting two coats with synthetic enamel paint Km 1 PRED #REF! 15.11 #REF! #REF! #REF! #REF! #REF! 201 105 201 105 200 105

ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade Km 1 PRED #REF! #REF! #REF! #REF! #REF! #REF! 829 105 829 105 828 105

8 NALA TRAINING: Earth work in excavation for foundation of structures like culverts, retaining wall etc, as per drawing as per drawing and technical specifications, inlcuding setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and disposal of balnce earth including labour, HOM complete. #REF! #REF! #REF! #REF!

-do- in all kinds of soil by mechanical means. Cum 2 PWD #REF! 34.15.2 #REF! #REF! #REF! #REF! #REF! 45 256 45 256 45 256

9 Replacing &Refixing the dislodged / displaced / damaged road furnitures including name boards, signages, guard stones, Kilometer stones, Hectometer Stones, Crash barrier etc in the limits of the developed reachs of the road.

10 Painting of Parapet walls of CD work. KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 Sqm 2 PWD #REF! 24.7 #REF! #REF! #REF! #REF! #REF! 82 181 82 181 82 181

11 Painting of Guard Stones. KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 Sqm 20 PWD #REF! 24.7 #REF! #REF! #REF! #REF! #REF! 82 181 82 181 82 181

Assistant Engineer Assistant Executive Engineer

PWD, Sub-Division PWD, Sub-Division

Saundatti Saundatti