Improvemnts to road from Chabanur to Sharana Somanal in Basavana Bagewadi tq Vijayapura Dist. H/A 5054-04-337-0-01-132(2025-26)

Ist Month

Physical

For Approch Road

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. In area of light jungle By Mechanical Means using Dozer

Construction of unlined surface drains of average cross-sectional area 0.40 m2 in soil to specified lines, grades,levels and dimensions. Excavated material to be used inembankment with a lift upto 3m and lead of 50 m(averagelead 25 m) as per Technical Specification Clause 307. Mechanical Means

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

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

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

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.

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 per m2 using mechanical means.

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

Bituminous Macadam Grading - II for traffic < 20msa Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)

Providing and erecting direction and place identification retro-reflectorised 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 not exceeding 0.9 m 2 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

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 x3mm 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:67:2012. 60 cm equilateral triangle

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.

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

For CD Works

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates

Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.5)

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

Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.7)

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. 1000mm dia

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

Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

Construction of Embankment by excavating the available approved ravel/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

For Protection Wall

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates

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

Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.7)

Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

For Annual Maintenance

Road maintenance for 3rd year for road with BM + SDBC as wearing coat. Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence.

Road maintenance for 4th year for road with BM + SDBC as wearing coat. Maintenance of Road for 4th year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence.

Road maintenance for 5th year for road with BM + SDBC as wearing coat. Maintenance of Road for 5th year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence.

Month wise

1 Month

2 Month

3 Month

4 Month

5 Month

6 Month

7 Month

8 Month

9 Month

Total

GOVERNMENT OF KARNATAKA

PUBLIC WORKS PORT & INLAND WATER TRANSPORT DEPARTMENT

OFFICE OF THE CHIEF ENGINEER

PWP (NORTH ZONE) DHARWAD

Head of Account: 5054-04-337-0-01-132

EXECUTIVE ENGINEER

PWD BIJAPUR DIVISION, BIJAPUR DIST

ESTIMATE COST :Rs: 840.00 Lakhs

Estimate

Face Sheet

Division : Vijayapur

Sanctioned Estimate No………………………Date

Fund Head : 5054-04-337-0-01-132 MDR improvements

Major Head :

Minor Head :

Service Head :…………………………………

Departmental Head : …………………………

Estimate framed in the office of the Executive Engineer PWD Bijapur Division Bijapur Division for the probable expenses that will be incurred in

Rs.: 840.00 Lakhs

Administratively approved under No………………………Date

Technically sanctioned under No………………………Date

Estimate prepared By : Amaresha S B, AE

and checked By: …………..

Assistant Executive Engineer,

PWD Sub Division, B.Bagewadi

PWD CODE PARA -133

C E R T I F I C A T E

This to Certity that I Shri. S.G. Doddamani, Asst. Executive-Engineer, PWD Sub-Division,B.Bagewadi have personally visited the spot and prepared the estimate using sanctioned schedule of rates provided for the most economical and safe way of executing work.

Assistant-Execuive-Engineer,

PWD Sub-Dn,

B.Bagewadi

C E R T I F I C A T E

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

Certified that, sufficient 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 are in sufficient quantity are including while preparing the estimate, and specification of items including are completed and correct.

Section Officer Assistant-Execuive-Engineer,

PWD Sub-Dn,B.Bagewadi

C E R T I F I C A T E

Certified that the work proposed in this estimate has not been taken up under any other head/ programme by any agency for the past five years. The said work has not been included / Proposed / over lapped in any proposed or approved programme. The work is not under any maintainence period.

Section Officer Assistant-Execuive-Engineer,

PWD Sub-Dn,B.Bagewadi

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ವಿಜಯಪುರ ಜಿಲ್ಲೆ ಬಸವನಬಾಗೆವಾಡಿ ತಾಲೂಕಿನ ಚಬನೂರ ದಿಂದ ಸೋಮನಾಳ ರಸ್ತೆಯು ಗ್ರಾಮೀಣ ರಸ್ತೆಯಾಗಿದ್ದು ರೈತರು ಬೆಳೆದ ಬೆಳೆಗಳಾದ ಕಬ್ಬು, ತೊಗರಿ ಮುಂತಾದ ಬೆಳೆಗಳನ್ನು ಸಾಗಿಸುವ ವಾಹನಗಳು ಒಡಾಡುವದರಿಂದ ಒಂದು ಬಾರಿ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೇಯಾಗಿ ಮೇಲ್ದರ್ಜೇಗೆರಿಸುವ ಪ್ರಸ್ತಾವನೆಯನ್ನು ಮಂಜುರಿಸಿದ್ದು ಸದರಿ ರಸ್ತೆ ಕಾಮಗಾರಿ 2023-24ನೇ ಸಾಲಿನ 5054-04-337-0-01-132 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ಸುಧಾರಣೆ ಯೋಜನೆಯಡಿಯಲ್ಲಿ ರೊ. 840.00 ಲಕ್ಷಗಳಿಗೆ ಮಂಜೂರಾಗಿದ್ದು ಅನುಮೊದನೆಯಾದ ಅನುದಾನಕ್ಕೆ ಮಿತಿಗೊಳಿಸಿ ಕೀ.ಮಿ 0.00 ದಿಂದ 5.30 ವರೆಗೆ 3.75 ಅಗಲ ಕ್ಯಾರೆಜ್‌ ಅಗಲಕ್ಕೆ ಡಾಂಬರೀಕರಣ ಮಾಡಿ ಎರಡು ಬದಿ 1.875ಮೀ ಅಗಲದ ಅರ್ಧನ ಶೋಲ್ಡರ್‌ ನಿರ್ಮಾಣ ಮಾಡಿ 7.5ಮೀ ಅಗಲದ ಫಾರ್ಮೇಶನ್‌ ಮಾಡುವ ಅಂಶಗಳನ್ನು ಪರಿಗಣಿಸಿ ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿಕೊಂಡು ಅಂದಾಜು ಪತ್ರೀಕೆಗಳನ್ನು ತಯಾರಿಸಲಾದೆ.

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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. In area of light jungle By Mechanical Means using Dozer

Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means

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

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

Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material

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.

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 per m2 using mechanical means.

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

Bituminous Macadam Grading - II for traffic < 20msa Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)

Providing and erecting direction and place identification retro-reflectorised 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 not exceeding 0.9 m 2 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

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:67:2012. 60 cm equilateral triangle

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/m2area, 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

Construction four CD's

The estimate is submitted for kind approval.

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C E R T I F I C A T E

Certified that the work proposed in this estimate coming under the major Irrigation command area of U.K.P. hence the area weightage of 5% is considered in the rate analysis.

Assistant-Executive-Engineer, PWD Sub-Dn, B Bagewadi

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT.

FORM No. IV

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUS OF 2023 ROAD TRAFFIC SAMPLE SURVEY

Division:

Name of the Road

Two Wheeler

2 - Axle Rigid ( 6 Tyres)

Chabanur to Sharanasomanal

Assistant-Executive-Engineer, PWD Sub-Dn,B.bagewadi

Design of Flexible Pavement (For Intermediate Lane)

(As Per IRC 37-2018 P-9 Clause 4.6 )

The design Traffic N= 365* ((1+r)n-1)*A*D*F/r

The traffic in the year of Completion is Estimated

For Chainage km. 0.00 to 5.30

Resilient Modulus of Embankment

Resilient Modulus if CBR of OGL is Equal to or Less than 5 %

CBR of the OGL soil supporting the subgrade =

Where

Resilient Modulus if CBR of OGL is More than 5 %

CBR of the OGL soil supporting the subgrade =

Where

Resilient Modulus if CBR of Subgrade is Equal to or Less than 5 %

CBR of the Subgrade soil supporting the subgrade =

Where

Resilient Modulus if CBR of Subgrade is More than 5 %

CBR of the Subgrade soil supporting the subgrade =

Where

Effective Resilient Modulus / CBR for Design

Where

Subgrade thickness in mm and Deflection measurement point at 0 mm from surface and 0 m Radial Distance.

Maximum Surface Delflection determined from IITPAVE

There for the Effective Resilient Modulus for Design is

(As per Code 6.4.2 Resilient Modulus to be limited to 100 Mpa if it is more)

CBR Corresponding to MRS (Assuming Effective CBR is Greater than 5 %)

Effective CBR

For Chainage km. 0.00 to 5.30

Resilient Modulus of Embankment

Resilient Modulus if CBR of OGL is Equal to or Less than 5 %

CBR of the OGL soil supporting the subgrade =

Where

Resilient Modulus if CBR of OGL is More than 5 %

CBR of the OGL soil supporting the subgrade =

Where

Resilient Modulus if CBR of Subgrade is Equal to or Less than 5 %

CBR of the Subgrade soil supporting the subgrade =

Where

Resilient Modulus if CBR of Subgrade is More than 5 %

CBR of the Subgrade soil supporting the subgrade =

Where

Effective Resilient Modulus / CBR for Design

Where

Subgrade thickness in mm and Deflection measurement point at 0 mm from surface and 0 m Radial Distance.

Maximum Surface Delflection determined from IITPAVE

There for the Effective Resilient Modulus for Design is

(As per Code 6.4.2 Resilient Modulus to be limited to 100 Mpa if it is more)

CBR Corresponding to MRS (Assuming Effective CBR is Greater than 5 %)

Effective CBR

CVPD is more than 450 & Effective CBR is less than 5%, Provide 300mm subgrade having 8%

Resilient Modulus of Sub Base and Base (GRANULAR)

Effective Modulus of Subgrade

Combined Thickness of Granular GSB and WMM (h)

Resilient Modulus of Granular Sub Base and Granular Base

MRGRAN

Where

MRGRAN

Mrsupport

Based on the Subgrade Rutting Criteria Formule

where NR

The critical vertical compressive strain for a design traffic can be calucated as below

Design Traffic in MSA

Critical Compressive strain using 80 % reliability

Critical Compressive strain using 90 % reliability

Based on the Fatigue Cracking Criteria Formule for bituminous layer

Fatigue Life of Bituminous layer in terms of repetative standard axles (Nf)

Where

So in order to calculate the CRITICAL HORIZONTAL STRAIN at the bottom of the

bottom bituminous layer for the Mix with following values

Design Traffic in MSA

Therefore C=

As per IIT pave Critical Compressive strain is 0.0004181 which is less than 0.000615582 for 80% reliability & 0.00084749 for 90% reliability , Hence safe

As per IIT pave Max.horizontal strain is 0.0002610 which is less than 0.000353364 for 80% reliability & 0.00026301 for 90% reliability ,Hence safe

As per IRC 37-2018

PAVEMENT IS DESIGNED AS PER IRC 37 OF 2018

Assistant Executive Engineer,

PWD Sub Division, Muddebihal

RECAPULATION SHEET

Road Constrcuction

CD Work

Annual Maintainance

Protection Wall

Total

ADD 5% Tender Premium

Add 18 % GST

QC Charges

Tree Plantation and Miscellaneous

Grand Total Amount Rs :

Assistant Executive Engineer,

PWD Sub Division, B.Bagewadi.

Abstract Sheet

Item No

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. In area of light jungle By Mechanical Means using Dozer

Construction of unlined surface drains of average cross-sectional area 0.40 m2 in soil to specified lines, grades,levels and dimensions. Excavated material to be used inembankment with a lift upto 3m and lead of 50 m(averagelead 25 m) as per Technical Specification Clause 307. Mechanical Means

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

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

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

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.

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 per m2 using mechanical means.

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

Bituminous Macadam Grading - II for traffic < 20msa Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)

Providing and erecting direction and place identification retro-reflectorised 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 not exceeding 0.9 m 2 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

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 x3mm 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:67:2012. 60 cm equilateral triangle

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.

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

Total

Assistant Engineer

PWD Sub Division, B.Bagewadi.

Measurement Sheet

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. In area of light jungle By Mechanical Means using Dozer

Km 0.00 to 4.89 Km

Deduct 40% voids

Construction of unlined surface drains of average cross-sectional area 0.40 m2 in soil to specified lines, grades,levels and dimensions. Excavated material to be used inembankment with a lift upto 3m and lead of 50 m(averagelead 25 m) as per Technical Specification Clause 307. Mechanical Means

Km 0.00 to 4.89 Km

Deduct CD Portion (One Row )

Deduct CD Portion (Four Row )

Deduct CD Portion (Ten Row )

Total

Qty available from road way cutting (As per statement)

Total

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

Filling Quantuty as per statement(Sheet Enclosed)

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

For Subgrade

Km 0.00 to 4.89 Km

For Shoulder

Km 0.00 to 4.89 Km

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

For Carriage way

Km 0.00 to 4.89 Km

For Shoulders

Km 0.00 to 4.89 Km

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.

Km 0.00 to 4.89 Km

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 per m2 using mechanical means.

Km 0.00 to 4.89 Km

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

Km 0.00 to 4.89 Km

Bituminous Macadam Grading - II for traffic < 20msa Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

Km 0.00 to 4.89 Km

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.

Km 0.00 to 4.89 Km

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)

Providing and erecting direction and place identification retro-reflectorised 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 not exceeding 0.9 m 2 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

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 x3mm 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:67:2012. 60 cm equilateral triangle

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.

On both side of Road

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

Metal Beam Crash Barrier FromCh. 4.69 to 4.80

Assiatant Engineer

PWD Sub Division, B.Bagewadi.

Rate Analysis

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. In area of light jungle By Mechanical Means using Dozer

Construction of unlined surface drains of average cross-sectional area 0.40 m2 in soil to specified lines, grades,levels and dimensions. Excavated material to be used inembankment with a lift upto 3m and lead of 50 m(averagelead 25 m) as per Technical Specification Clause 307. Mechanical Means

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

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

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

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.

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 per m2 using mechanical means.

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

Bituminous Macadam Grading - II for traffic < 20msa Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)

Providing and erecting direction and place identification retro-reflectorised 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 not exceeding 0.9 m 2 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

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 x3mm 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:67:2012. 60 cm equilateral triangle

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.

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

Assistant-Execuive-Engineer, Executive Engineer,

PWD Sub Division,Muddebihal PWD Division, Vijayapur

Volume Report Between OGL and Formation LVL

Sq. Mtrs

Total

Existing Cross Section of Road

Existing Earthern Road

Existing Murrum Road

Prop. FW

Prop. CW

300 mm subgrade

Proposed Cross Section of Road KM 0.00 to 5.30

Assistant Executive Engineer,

PWD Sub Division, Basavana bagewadi

Prop. FW

Prop. CW

300 mm existing subgrade

Proposed Cross Section of Road KM 10.00 to 11.00

Abstract Sheet

Rate Analysis SR 2023-24 Continued for 2024-25

Item No

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates

Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.5)

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

Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.7)

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. 1000mm dia

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

Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

Construction of Embankment by excavating the available approved ravel/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

Total

Assistant Engineer

PWD Dept., Sub-Dn,

BasavanBagewadi.

Mesurment for C.D

Item No

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, disposi

1 Rows CD @ 0.45 ,0.6 & 0.9 (3 Nos)

Head Walls (2x1)

Below Pipe

4 Rows CD @ 4.68 (1 Nos)

Head Walls (2x1)

Below Pipe

10 Rows @1.24 (1 Nos)

Head Walls (2x1)

Below Pipe

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150

1 Rows CD @ 0.45 ,0.6 & 0.9 (3 Nos)

Head Walls (2x1)

Below Pipe

4 Rows CD @ 4.68 (1 Nos)

Head Walls (2x1)

Below Pipe

10 Rows @1.24 (1 Nos)

Head Walls (2x1)

Below Pipe

Providing and laying in position Reinforced 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

Head Walls (2x1)

1 Rows CD @ 0.45 ,0.6 & 0.9 (3 Nos)

4 Rows CD @ 4.68 (1 Nos)

10 Rows @1.24 (1 Nos)

Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.5)

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

1 Rows CD @ 0.45 ,0.6 & 0.9 (3 Nos)

Head Walls (2x1)

Parapet

Deduct for pipe

4 Rows CD @ 4.68 (1 Nos)

Head Walls (2x1)

Parapet

Deduct for pipe

10 Rows @1.24 (1 Nos)

Head Walls (2x1)

Parapet

Deduct for pipe

Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.7)

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 wo

1 Rows CD @ 0.45 ,0.6 & 0.9 (3 Nos)

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

4 Rows CD @ 4.68 (1 Nos)

10 Rows @1.24 (1 Nos)

Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

1 row CD @ 0.3, 0.55, & 1.1

Head Walls (2x1)

Deduct for pipe

at 5 Kg per Sqm

4 Row CD at 4.68

Head Walls (2x1)

Deduct for pipe

at 5 Kg per Sqm

10 Rows @1.24 (1 Nos)

Head Walls (2x1)

Deduct for pipe

at 7 Kg per Sqm

Construction of Embankment by excavating the available approved ravel/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 re

1 row CD @ 0.3, 0.55, & 1.1

Head Walls (2x1)

Deduct Pipe

4 Row CD at 4.68

Head Walls (2x1)

Deduct Pipe

10 Rows @1.24 (1 Nos)

Head Walls (2x1)

Deduct Pipe

Assistant Engineer

PWD Sub Division, Basavana Bagewadi

Rate Analysis for C.D

Schedule of Rates 2023-24

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates

Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.5)

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

Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.7)

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. 1000mm dia

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

Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

Construction of Embankment by excavating the available approved ravel/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

Assistant Executive Engineer,

PWD Sub Division, Basavana Bagewadi

10 Rows CD @ 1.24km (1 Nos)

GSB+WMM+BM+SDBC

1200 mm dia NP3 Pipe

ELEVATION

SECTIONAL ELEVATION

TP Result

Assistant Engineer

PWD Sub Division,Basavana Bagewadi

1 Rows CD @ 0.3, 0.55 and 1.1 km (1 Nos)

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe

ELEVATION

SECTIONAL ELEVATION

TP Result

Assistant Executive Engineer,

PWD Sub Division,Basavana Bagewadi

4 Rows CD @ 4.2 km (1 Nos)

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe

ELEVATION

SECTIONAL ELEVATION

TP Result

Assistant Executive Engineer,

PWD Sub Division,Basavana Bagewadi

Road maintenance for 3rd year for road with BM + SDBC as wearing coat. Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence.

Road maintenance for 4th year for road with BM + SDBC as wearing coat. Maintenance of Road for 4th year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence.

Road maintenance for 5th year for road with BM + SDBC as wearing coat. Maintenance of Road for 5th year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence.

Total in Rs

Assistant Executive Engineer,

PWD Sub Division, Basavana Bagewadi

Abstract Sheet

Rate Analysis SR 2023-24 Continued for 2024-25

Item No

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates

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

Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.7)

Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

Total

Assistant Engineer

PWD Dept., Sub-Dn,

BasavanBagewadi.

Mesurment for Protection Wall

Item No

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, disposi

Length of Protection Wall (Front of Canal)

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150

Length of Protection Wall (Front of Canal)

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

For Protection Wall

Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.7)

Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

For Protection Wall

at 60 Kg per Cum

Assistant Engineer

PWD Sub Division, Basavana Bagewadi

Rate Analysis for Protection Wall - Schedule of Rates 2023-24

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates

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

Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.7)

Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

Assistant Executive Engineer,

PWD Sub Division, Basavana Bagewadi

DESIGN CALCULATION SHEET

CONSTRUCTION OF C.D. AT KM No: Km 0.45

Catchment Area :

Discharge calculation

As per Dickens formula

Where C=

Q Catchment=

Let us Provide 1.2m Dia. Pipe Culvert

Discharge through Pipe=

Area of Each Pipe, A=

From Manning's eqn. V=

Discharge Through Pipe=

Q pipe

No. of Vents N=

Q pipe

Let us Provide 1 Vents of 0.9m Dia.

Hence provide one row of 1000 mm dia NP 3 pipes

Length of Head wall

Total Qty:

Assistant Executive Engineer,

Public works Sub Division, B.Bagewadi

DESIGN CALCULATION SHEET

CONSTRUCTION OF C.D. AT KM No: Km 0.6

Catchment Area :

Discharge calculation

As per Dickens formula

Where C=

Q Catchment=

Let us Provide 1.2m Dia. Pipe Culvert

Discharge through Pipe=

Area of Each Pipe, A=

From Manning's eqn. V=

Discharge Through Pipe=

Q pipe

No. of Vents N=

Q pipe

Let us Provide 1 Vents of 0.9m Dia.

Hence provide one row of 1000 mm dia NP 3 pipes

Length of Head wall

Total Qty:

Assistant Executive Engineer,

Public works Sub Division, B.Bagewadi

DESIGN CALCULATION SHEET

CONSTRUCTION OF C.D. AT KM No: Km 0.9

Catchment Area :

Discharge calculation

As per Dickens formula

Where C=

Q Catchment=

Let us Provide 1.2m Dia. Pipe Culvert

Discharge through Pipe=

Area of Each Pipe, A=

From Manning's eqn. V=

Discharge Through Pipe=

Q pipe

No. of Vents N=

Q pipe

Let us Provide 1 Vents of 0.9m Dia.

Hence provide one row of 1000 mm dia NP 3 pipes

Length of Head wall

Total Qty:

Assistant Executive Engineer,

Public works Sub Division, B.Bagewadi

DESIGN CALCULATION SHEET

CONSTRUCTION OF C.D. AT KM No: Km 1.24

Catchment Area :

Discharge calculation

No. of Half Sqares

As per Dickens formula

Where C=

Q Catchment=

Let us Provide 1.2m Dia. Pipe Culvert

Discharge through Pipe=

Area of Each Pipe, A=

Area of 1/4 th square

From Manning's eqn. V=

Total area in Sqaure Km

Discharge Through Pipe=

Q pipe

No. of Vents N=

Q pipe

Let us Provide 10 Vents of 1.2m Dia.

Hence provide 10 row of 1200mm dia NP 3 pipes

Length of Head wall

Total Qty:

Assistant Executive Engineer,

Public works Sub Division, B.Bagewadi

DESIGN CALCULATION SHEET

CONSTRUCTION OF C.D. AT KM No: Km 4.68

Catchment Area :

Discharge calculation

As per Dickens formula

Where C=

Q Catchment=

Area of 1mm Squares

Let us Provide 1.2m Dia. Pipe Culvert

Discharge through Pipe=

Area of Each Pipe, A=

From Manning's eqn. V=

Discharge Through Pipe=

Q pipe

No. of Vents N=

Q pipe

Let us Provide 4 Vents of 1.2 m Dia.

Hence provide Four row of 1200mm dia NP 3 pipes

Length of Head wall

Total Qty:

Assistant Executive Engineer,

Public works Sub Division, B.Bagewadi

Name of the Road : Chabanur to Sharan Somanal Village Road from Ch. 0.00 to 5.3 Km (VR)

Road Category: VR Sub Division : Basavan Bagewadi Division :Vijayapur Circle :Belagavi

0.00 (LAT:16.5747° ) (LONG:75.9755° )

Ch (in Km)

Carriage Way

Carriage Way

Proposed Length for on time Inprovement

Legends

Completed Works & Under DLP

Work Approved/Progress

Annual Maintenance 2025-26 (More than 5 year)

Annual Maintenance 2025-26 (Less than 5 year)

Non Feasible

Over lap

FORMAT 10

Information on litigation in which the Tenderer is involved:

Other Party/Parties

TENDERER

FORMAT 9

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. …………… to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Address:…………………………

FORMAT 8

List of Machinery

Item of Equipment

TENDERER

FORMAT 7

Information of the works for which Tenderer has submitted Tender.

Project Name

TENDERER

FORMAT 6

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

Project Name

Attach letters of Acceptance received.

TENDERER

FORMAT 5

Information on works which are yet to be completed.

Project Name

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

TENDERER

FORMAT 4

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

Names of Works

January

Earthwork & Embankment in cum

Financial

GSB in cum

Financial

Base Course (WMM/WBM) in cum

Financial

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum

Financial

Others Specify Details

Financial

Earthwork & Embankment in cum

Financial

GSB in cum

Financial

Base Course (WMM/WBM) in cum

Financial

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum

Financial

Others Specify Details

Financial

Earthwork & Embankment in cum

Financial

GSB in cum

Financial

Base Course (WMM/WBM) in cum

Financial

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum

Financial

Others Specify Details

Financial

Earthwork & Embankment in cum

Financial

GSB in cum

Financial

Base Course (WMM/WBM) in cum

Financial

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum

Financial

Financial

Others Specify Details

Financial

Earthwork & Embankment in cum

Financial

GSB in cum

Financial

Base Course (WMM/WBM) in cum

Financial

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum

Financial

Others Specify Details

Financial

Earthwork & Embankment in cum

Financial

GSB in cum

Financial

Base Course (WMM/WBM) in cum

Financial

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum

Financial

Others Specify Details

Financial

TENDERER

FORMAT 3

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

This is to certify that M/s .Sri/Smt .............................................................................

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:

Name of the Project

Name of the Work

Contract Amount

Date of signing the Agreement

Date of handing over of the Site

Progress *

January

Earthwork & Embankment

Financial in lac

Financial in lac

Base Course (WMM/WBM)

Financial in lac

Asphalt Quantities (MSS/BM/BC/SDBC/DBM)

Financial in lac

Concrete

Financial in lac

Steel

Financial in lac

Others (Pl specify)

Financial in lac

Others (Pl specify)

Financial in lac

Progress *

January

Earthwork & Embankment

Financial in lac

Financial in lac

Base Course (WMM/WBM)

Financial in lac

Asphalt Quantities (MSS/BM/BC/SDBC/DBM)

Financial in lac

Concrete

Financial in lac

Steel

Financial in lac

Others (Pl specify)

Financial in lac

Others (Pl specify)

Financial in lac

Progress *

January

Earthwork & Embankment

Financial in lac

Financial in lac

Base Course (WMM/WBM)

Financial in lac

Asphalt Quantities (MSS/BM/BC/SDBC/DBM)

Financial in lac

Concrete

Financial in lac

Steel

Financial in lac

Others (Pl specify)

Financial in lac

Others (Pl specify)

Financial in lac

Progress *

January

Earthwork & Embankment

Financial in lac

Financial in lac

Base Course (WMM/WBM)

Financial in lac

Asphalt Quantities (MSS/BM/BC/SDBC/DBM)

Financial in lac

Concrete

Financial in lac

Steel

Financial in lac

Others (Pl specify)

Financial in lac

Others (Pl specify)

Financial in lac

Progress *

January

Earthwork & Embankment

Financial in lac

Financial in lac

Base Course (WMM/WBM)

Financial in lac

Asphalt Quantities (MSS/BM/BC/SDBC/DBM)

Financial in lac

Concrete

Financial in lac

Steel

Financial in lac

Others (Pl specify)

Financial in lac

Others (Pl specify)

Financial in lac

Progress *

January

Earthwork & Embankment

Financial in lac

Financial in lac

Base Course (WMM/WBM)

Financial in lac

Asphalt Quantities (MSS/BM/BC/SDBC/DBM)

Financial in lac

Concrete

Financial in lac

Steel

Financial in lac

Others (Pl specify)

Financial in lac

Others (Pl specify)

Financial in lac

Stipulated Period of Completion (including monsoon)

Prescribed Date of completion

Actual Date of Completion/ Probable Date of Completion

Cost of balance work (if work is in progress)

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

Penalty if any imposed

Any other information

* Monthwise progress shall be furnished seperately.

Place:

Address for correspondence:

Email ID:

FORMAT 2

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

Project Name

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

CONTRACTOR

FORMAT 1

Financial Year

Billed upto date during 2025-26

Attach Chartered Accountant's Yearwise Statements.