Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) & Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road) (In selected reaches)

[PARRAGRAPH 130(A) OF KARNATAKA PUBLIC WORKS DEPARTMENT CODE]

Division : PWD Division Vijayapur

Sub-Division : PWD Sub Division Indi

Sanctioned estimate No :

Fund head : 2025-26 £Éà ¸Á°£À ¯ÉPÀ̲öðPÉ 5054-04-337-0-01-154 f¯Áè gÀ¸ÉÛUÀ¼ÀÄ ¸ÀÄzsÁgÀuÉ

Department head

The estimate has been framed in the office of the Exacutive engineer, PWD Vijayapur, of probale expenses that will be incurred in

Name of Work-Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) and Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (In Selected reaches) (MDR Road)

Estimated cost : 500.00 Lakhs

Administratively approved under :

Technically sanctioned under :

Estimate prepared by Sri.A.G.Gujari, JE and M.M.Sanawad, AE

Estimate checked by : Shri.Dayanand Math AEE

(Call or authority) :

GENARAL DESCRIPTION

---¥ÀævÉåÃPÀªÁV ®UÀwÛ¸À¯ÁVzÉ-----

Assistant Executive Engineer PWD Sub Division, Indi

Name of Work-Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) and Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (In Selected reaches) (MDR Road) Name of work: Improvements to Indi Chavadihal Babalad Halagunaki to join NH-13 Road from Ch- 0.00 to 3.40km and Renewal from Ch-1.30 to 14.00 km in Indi Tq of Vijayapur Dist (Proposed road from Ch-0.00 to 3.40 km) and Improvements to Nad Golasar Miragi MDR road from Ch-5.77 to 11.00 km in Indi Tq of Vijayapur Dist (Proposed road from Ch- 5.77 to 11.00 km)

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gÀ¸ÉÛ PÁªÀÄUÁjUÁV ::

1 Clearing and grubbing road land

2 Scarifying the existing bituminous road surface

3 Surface Drains in Soil

4 Construction of Subgrade and Earthen Shoulders

5 Construction of Granular Sub-Base

7 Primer coat and Tack coat

10 Road Marking with Hot Applied Thermoplastic

11 Road Furnitures

12 Construction of CD works

13 3 .4 and 5 th years Annual Metainence

Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur

PUBLIC WORKS, DEPARTMENT

VIJAYAPUR DIVISION, VIJAYAPUR

INDI SUB-DIVISION

2025-26 £Éà ¸Á°£À ¯ÉPÀ̲öðPÉ 5054-04-337-0-01-154 f¯Áè gÀ¸ÉÛUÀ¼ÀÄ ¸ÀÄzsÁgÀuÉ

PWD/2026-27/RD/WORK_INDENT37645

Name of Work-Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) and Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (In Selected reaches) (MDR Road) PÉ®¸ÀzÀ ºÉ¸ÀgÀÄÀ ; ಇಂಡಿ ತಾಲೂಕಿನ ಇಂಡಿ ಚವಡಿಹಾಳ ಬಬಲಾದ ಹಳಗುಣಕಿ ದಿಂದ ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ-13ಕ್ಕೆ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮಿ 0.00 ರಿಂದ 3.40 ವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು ಹಾಗೂ ರಸ್ತೆ ಕಿ.ಮಿ 1.30 ರಿಂದ 14.00 ರವರೆಗೆ ನವೀಕರಣ ಮಾಡುವುದು ಹಾಗೂ ಇಂಡಿ ತಾಲೂಕಿನ ನಾದ ಗೊಳಸಾರ ಮಿರಗಿ ರಸ್ತೆ ಕಿ.ಮಿ 5.77 ರಿಂದ 11.00ರ ವರೆಗೆ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Estimate cost :- Rs. 500.00 Lakhs

Name of Work-Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) and Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (In Selected reaches) (MDR Road)

PWD CODE PARA - 133

C E R T I F I C A T E

This to certify that Shri. Dayanand V Math , 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,

Public works Dept Sub Division, Indi

C E R T I F I C A T E

( As required vide G.O.No PWD SL CMS .96 Dtd : 27-06-1991 )

Certified that sufficient care has been taken while preparing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work in sufficient quantity are including while preparing the estimate and specification of items including are completed and correct.

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division Vijayapur.

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.

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division Vijayapur.

Name of Work-Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) and Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (In Selected reaches) (MDR Road)

C E R T I F I C A T E

This to certify that Shri.S.G.Sarashetti, Assistant Executive Engineer , have personally visited the spot. Sub-base 230 mm already existing & Km 10.00 to 17.50 for 5.50 mtr width & 14.00 to 14.15 base 0mm existing and prepared the estimate providing balance crust thickness.

Assistant Executive Engineer,

PWP & IWT Sub Division, Indi

Name of Work-Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) and Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (In Selected reaches) (MDR Road)

:: ABASTRACT SHEET ::

S No Description of work Amount

1 Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) 29754668.98 29754668.98 0.00

2 Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road) 10294546.33 10327943.58 33397.25

5 Add LS for QC,Tree plantation, Shifting of Water suply Lines and Electrical poles & Misc. 379022.23 378395.32 -626.91

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division Vijayapur.

Name of Work-Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) and Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (In Selected reaches) (MDR Road) ©eÁ¥ÀÆgÀ f¯ÉèAiÀÄ EAr vÁ®ÆQ£À EAr CUÀgÀSÉÃqÀ UÀĨÉâêÁqÀ gÀ¸ÉÛAiÀÄÄ f¯Áè ªÀÄÄRå gÀ¸ÉÛAiÀiÁVzÀÄÝ, ¥ÀÆwð qÁA§gÀ ªÉÄïÉäöÊ ºÉÆA¢zÀ gÀ¸ÉÛAiÀiÁVgÀÄvÀÛzÉ. ¸ÀzÀgÀ gÀ¸ÉÛ Q«Äà 0.00 jAzÀ 26.70gÀ ªÀgÉUÉ EAr vÁ®ÆQ£À ªÁå¦ÛAiÀÄ°è §gÀÄvÀÛzÉ. ¸ÀzÀj gÀ¸ÉÛAiÀÄ EAr ¥ÀlÖtzÀ°è ºÁAiÀÄÄÝ ºÉÆÃVzÀÄÝ, EAr vÁ®ÆQ£À°è MlÄÖ 26.70 Q.«Ä GzÀݼÀvÉAiÀÄ£ÀÄß ºÉÆA¢gÀÄvÀÛzÉ. ¸ÀzÀj gÀ¸ÉÛAiÀÄ Q.«Ä 0.00 jAzÀ 1.20gÀ ªÀgÉUÉ ¸ÀÄzsÁgÀuÉUÁV 2018-19£Éà ¸Á°£À ¯ÉPÀ̲öðPÉ 5054-04-337-0-01-154 (C¥ÉArPÀì `E' )f¯Áè ªÀÄvÀÄÛ EvÀgÉ gÀ¸ÉÛUÀ¼ÀÄ - ¸ÀÄzsÁgÀuÉUÀ¼ÀÄ CrAiÀÄ°è gÀÆ. 400.00 ®PÀë C£ÀÄzÁ£À ªÀÄAdÆgÁVgÀÄvÀÛzÉ. ¸ÀzÀj gÀ¸ÉÛ Q.«Ä 0.0 jAzÀ 0.70gÀ ªÀgÉUÉ JgÀqÀÄ §¢UÉ 5.50 «ÄÃlgÀ CUÀ®PÉÌ ¹.¹ gÀ¸ÉÛ EzÀÄÝ, 0.70 jAzÀ 1.00gÀ ªÀgÉUÉ JgÀqÀÄ §¢UÉ 3.75 qÁA§jÃPÀgÀt gÀ¸ÉÛ EgÀÄvÀÛzÉ. Q.«Ä 0.00 jAzÀ 1.20gÀ ªÀgÉUÉ EAr ¥ÀlÖt ¥Àj«ÄwAiÀÄ°è §gÀÄwÛzÀÄÝ ªÁºÀ£À ¸ÀAzÀævÉ ºÉZÁÑVgÀĪÀzÀjAzÀ PÁgÀt gÀ¸ÉÛAiÀÄ Q.«Ä 0.0 jAzÀ 0.70gÀ ªÀgÉUÉ EAr ¥ÀlÖt ¥Àj«ÄwAiÀÄ°è gÀ¸ÉÛAiÀÄ JgÀqÀÄ §¢UÉ ¹.¹ ZÀgÀAr ºÁUÀÆ ¥sÀÆl¥Ávï ¤«Äð¸ÀĪÀzÀÄ ºÁUÀÆ Q.«Ä 0.70 jAzÀ 1.20gÀ ªÀgÉUÉ gÀ¸ÉÛAiÀÄ£ÀÄß CUÀ°ÃPÀgÀtUÉƽ¹ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀ®Ä CAzÁdÄ ¥ÀwæPÉAiÀÄ°è ¥ÀjUÀt¸À¯ÁVzÉ ºÁUÀÆ CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß F PɼÀV£À CA±ÀUÀ¼À£ÀÄß ¥ÀjUÀt¹ vÀAiÀiÁj¸À¯ÁVzÉ.

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

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 hence the area weightage of 5% is considered in the rate analysis.

Assistant-Executive-Engineer, PWD Sub-Dn, Indi

Sub Estimate -2 : EAr vÁ®ÆQ£À £ÁzÀ UÉÆüÀ¸ÁgÀ «ÄgÀV gÀ¸ÉÛ Q.«Ä 5.77 jAzÀ 11.00 ªÀgÉUÉ f¯Áè ªÀÄÄRå gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ (¥Àæ¸ÁÛ¦vÀ Q,«Äà 5.77 jAzÀ 7.30 gÀ ªÀgÉUÉ)

PÀæ.¸ÀA-13gÀ zÀÈrÃPÀgÀt ¥ÀvÀæ

¥Àæ¸ÁÛ¦vÀ gÀ¸ÉÛ PÁªÀÄUÁjAiÀÄ ¥Àæ¸ÁÛ¦vÀ ZÉÊ£ÉÃdß°è ¸À£ï 2019-20 jAzÀ 2023-24gÀªÀgÉUÉ EvÀgÉ AiÀiÁªÀÅzÉ AiÉÆÃd£ÉAiÀÄ°è ¸ÉÃ¥ÀðqÉAiÀiÁVgÀĪÀÅ¢®è ºÁUÀÆ ¸ÀzÀj gÀ¸ÉÛAiÀÄ£ÀÄß F 03 ªÀµÀðUÀ¼À°è Dgï.L.J¸ï £À°è C¥ÀqÉÃmï ªÀiÁrgÀĪÀÅ¢®èªÉAzÀÄ zÀÈrPÀj¸À¯ÁVzÉ.

Assistant-Executive-Engineer, PWD Sub-Dn, Indi

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

Pavement Design

The Pavement is designed as per IRC :37 -2018 as detailed below.

The Traffic census data extract is enclosed. The total number of heavy vehicle is 999 nos. A design life of 15 years is considered with an annual rate of growth 5% in traffic.

The projected traffic will be designed is based on standard axle method. The highest CBR value is Say5.00 %. Number of vehicles playing 999 per day as per the traffic census conducted from DATED FROM-22/05/2026 to 23/05/2026 at 3.00 of above road.(Snap Survey)

The traffic for the design life is computed as below.

A = P(1 + r)x P = No. of commercial vehicle perday in last count.

r= annual rate of growth 5% or 0.05

A 999 (1+0.5)1 x = No. of years between last count and completion of construction.

A= intial traffic years of completion of construction in terms of the number of commerical vehicles per duly modified to account for lane distribution as explained in paragraph 3.2.32.

V= Vehicle damaged factor ( for single lane =1, for double lane = 75% and 50% for four lane

P= No of heavy vehicles for design ( as per traffic census of road)

F = Lane Distribution Factor ( if "P" between 0 to 150 f= 1.70 ) (if "P" between 150 to 1550 f= 3.90)

n=life of constructed road is 15 years consider

N 24.15 Say msa = 25.00axles to be catered for in the

Assistant Executive Engineer Executive Engineer

Public works Dept . Sub-Dn.Indi Public works Dept- Dn. Vijayapur.

Design in terms of msa.= 1.00

Considered Eff.CBR Value =5 5% msa = 40 PCU = #REF!

40 mm BC 30 mm Proposed BC

130 mm DBM 50 mm Proposed DBM

250 mm Granular Base 100 mm Granular Base 250 mm Proposed Granular Base

200 mm Granular SubBase Granular SubBase 100 mm Proposed Granular SubBase

Existing Granular SubBase

Design crust thickness Existing crust thickness Proposed crust thickness

40 mm BC 30 mm Proposed BC

130 mm DBM 50 mm Proposed DBM

250 mm Granular Base 100 mm Granular Base 250 mm Proposed Granular Base

200 mm Granular SubBase Granular SubBase 100 mm Proposed Granular SubBase

100 Existing Granular SubBase

Note: Existing base is treated as GSB Bituminous layer is considered in stage constn.

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

Pavement Design

.The Pavement is designed as per IRC :37 -2018 as detailed below.

.The Traffic census data extract is enclosed. The total number of heavy vehicle is 999 nos. A design life of 5 years is considered for stage construction for bituminous layer with an annual rate of growth 5% in traffic.

. The projected traffic will be designed is based on standard axle method. The effective CBR value is 6.00 %. Number of vehicles playing 999 per day as per the traffic conducted survey on DATED FROM-22/05/2026 to 23/05/2026 at 3.00 of above road.(Snap Survey)

The traffic for the design life is computed as below.

A = P(1 + r)x P = No. of commercial vehicle perday in last count.

r= annual growth rate of comercial vehicle 5.00% ie,r= 0.05

A 999 x (1+0.05)1 x = No. of years between last count and completion of construction.

A= intial traffic years of completion of construction in terms of the number of commerical vehicles per day(CVPD)

D= Lane Distribution factor ( for single lane =1,Intermediate Line 75% for double lane = 50% and 45% for four lane

P= No of heavy vehicles for design ( as per traffic census of road)

F = Vehicle damage factor (VDF) ( if "P" between 0 to 150 f= 1.70 ) (if "P" between 150 to 1500 f= 3.90) (if "P" More than 1500 f= 5.00)

n = considered life of constructed road is 5 years

N = The cumulative no.of standard axle to be catered for in the Design in terms of msa.

Considering msa = 5

Considered Eff.CBR Value =5 msa = 5 PCU = 0

30 mm BC 00 mm Worn Out SDBC 30 mm Proposed SDBC

65 mm DBM 50 mm Proposed BM

250 mm Granular Base 495 100 mm Granular Base 430 250 mm Proposed WMM

150 mm Granular SubBase 230 mm 00 mm Granular SubBase 100 GSB for c/w portion /Drainage layer

Design crust thickness Existing crust thickness for widening portion Proposed crust thickness

Note :- Granular Base & Sub Base designed for 15 years period.

Bituminous layer designed for 5 years period (stage construction)

Assistant Engineer, Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Vijayapur PWD Division Vijayapur

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUS

Division: Bijapur DATE OF TRAFFIC SURVEY : 22/05/2026 to 23/05/2026

Name of the Road Length of the Road Considered (in K.M.) Point at which the Survey was conducted (K.M.) Fast Moving Vehicles Slow Moving Vehicles Total Vehicles (17+22) PCU Commercial Vehicles (9 to 16) Vehicle Damage Factor (VDF) Locomotives (Railways) Train Vehicle Unit (TVU) (17x29)

Two Wheeler Auto Rickshaw Car/Jeep/ Taxi Commerecial Vehicles Total Fast Moving Vehicles (6 to 16) Pedal Cycle Cycle Rickshaw Horse Drawn Bullock Cart Total Slow Moving Vehicles (18 to 21b ) Passenger Trains Goods Trains No. of Gate Closers

From To Total Van / Tempo Mini Bus Buses LCV Goods Vehicles (Trucks) Tractor with Trailer

2 - Axle Rigid ( 6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres) Wooden Wheel Rubber Tyre

Indi Agarkhed Gubbewad

Section Officer Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Indi PWD Division Vijapur

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

PAVEMENT THICKNESS CHART

Km No Eff. CBR Value As per Design Existing Crust thickness Balance Remakrs

Sub base in mm Base in mm DBM in mm BC/SDBC in mm Total thick in mm Sub base in mm Base in mm DBM in mm BC/SDBC in mm Total thick in mm Sub base in mm Base in mm DBM in mm BCin mm Total thick in mm

CH- 1.90 to 4.00 Reconstruction 6.00% 200 250 103 40 593 0 100 0 0 100 100 250 50 30 430 Proposed , 100 mm GSB 250mm WMM, 50mm DBM & 30mm thick BC (stage construction)

Note :- Existing 100 mm WBM base is treated as GSB

Bituminous layer is considered in stage constn.

Assistant Executive Engineer Executive Engineer

PWD Sub Division Indi PWD Division Vijayapur

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

PWD/2024-25/RD/WORK_INDENT17604

:: RE-CAPUTALATION SHEET ::

S No Description of work Amount

2 RE-Construction of Existing 1 row of 1000 mm Dai CD -3 Nos 445536.34 445510.4 25.943

5 3rd Year Maintenance 76083.00 76083.00

6 4th Year Maintenance 134904.00 134904.00

7 5th Year Maintenance 184149.00 184149.00

Assistant Executive Engineer, Executive Engineer, 99499999.97

Public works Dept Sub Division, Indi Public works Dept Division Vijayapur. #REF!

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

Detailed Estimate

SL No Description of work No Measurement Contents Total Rate Amount

1 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.-(ii) By Mechanical Means using Dozer-(A) In area of light jungle

Sub Total = 8400.00

Deduct 40% voids = 3360.00

Net qty = 5040.00

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

Sub Total = 11550.00

3 Surface Drains in Soil Construction of unlined surface drains of average crosssectional 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.

in selected reaches

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

5 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 For Grading -V Material.

6 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.

7 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.

8 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface

9 Dense Graded Bituminous Macadam Grading - II for traffic >20 MSA-PProviding and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP 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.

10 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-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

11 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

Total Qty = 2.00 Nos 3740.10 7480.2

12 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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. ( xii ) 60 cm x 45 cm rectangular each 4,250.00

Total Qty = 2.00 Nos 4420.50 8841

13 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

14 Direction and Place Identification Signs upto 0.9 m2 Size Board.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 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

15 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.

16 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)

Total Qty = 2.00 Nos 3033.45 6066.9

17 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)

Total Qty = 8.00 Nos 861.00 6888

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur.

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

C.D. work Measurements - at km-2.80

RE-Construction of Existing 1 row of 1000 mm Dai CD -1 Nos

SI.No Item of work No CD No L B D Qty Unit Rate Amount

1 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-- By Mechanical Means (iv) Dismantling Stone Masonry-B) Rubble stone masonry in cement mortar.

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

Head wall 1 1 7.5 7.5

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

4 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. Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates

5 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Parpet wall 1 2 6 0.4 0.45 2.16

Net Qty 30.7692288 M3 6532.05 200986.141 #REF! #REF! #REF! #REF! #REF!

6 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. At 5% of item code - #REF! #REF! #REF! #REF! #REF!

Parpet wall 1 2 6 0.4 0.45 2.160

7 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,-B)1000 mm Dia backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.

Net Qty 10 Rmt 8354.85 83548.5

8 Construction of Embankment 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

9 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification

Head wall 1 2 6 8 5 480 Kg

10 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916

For Outer and inner Sides 1 4 6 0.45 10.8

For Perapet Sides 1 4 0.4 0.45 0.72

For Parepet Top 1 2 6 0.4 4.8

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Indi PWD Division,Bijapur.

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

S No Description of work SR Vol Page No Item No Basic rate Area Wtage 5%=Column 6*5% Final rate=8+9 Unit

1 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.-(ii) By Mechanical Means using Dozer-(A) In area of light jungle Vol-III 9 2.5 ii (A) 393.0 19.65 412.65 per 100 m2

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 Vol-III 17 3.5 6.00 0.30 6.30 M2

3 Surface Drains in Soil Construction of unlined surface drains of average crosssectional 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. III 144 16.8 B 25.00 1.25 26.25 M

4 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. III 18 3.11 4.00 0.20 4.20 M2

5 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. I 7 1.7 119.00 5.95 124.95 M3 SR-2023-24,V-1,PgNo.7 INo.1.7

6 Construction of Embankment 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 I 7 1.8 474.00 23.70 497.70 M3 SR-2023-24,V-1,PgNo.7 INo.1.8

7 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 Vol-III 17 3.6 493.00 24.65 517.65 M3 SR-2023-24,V-1,PgNo.7 INo.1.9

8 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 For Grading -V Material. III 23 4.2 (v) 2359.00 117.95 2476.95 M4 SR-2023-24,V-1,PgNo.7 INo.1.10

9 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. III 26 4.17 2559.00 127.95 2686.95 M3 SR-2023-24,V-1,PgNo.7 INo.1.11

10 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. III 31 5.1 63.00 3.15 66.15 M2 SR-2023-24,V-1,PgNo.7 INo.1.12 46

11 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface III 31 5.4 (ii) 22.00 1.10 23.10 M2 SR-2023-24,V-1,PgNo.7 INo.1.13 16

10 Dense Graded Bituminous Macadam Grading - II for traffic >20 MSA-PProviding and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP 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. III 36 5.13 C 14555.0 727.75 15282.750 M3 SR-2023-24,V-III,PgNo.36 INo.5.13C

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-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 III 38 5.17 C 17215.0 860.75 18075.750 M3 SR-2023-24,V-III,PgNo.38 INo.5.17C

14 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 III 64 8.5 ( iv ) 3562.00 178.10 3740.10 Each SR-2023-24,V-1,PgNo.7 INo.1.16

15 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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. ( xii ) 60 cm x 45 cm rectangular each 4,250.00 III 65 8.5 ( xii ) 4210.00 210.50 4420.50 Each SR-2023-24,V-1,PgNo.7 INo.1.17

16 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 III 67 8.15 530.00 26.50 556.50 M2 SR-2023-24,V-1,PgNo.7 INo.1.18

17 Direction and Place Identification Signs upto 0.9 m2 Size Board.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 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 III 65 8.7 8995.00 449.75 9444.75 M2 SR-2023-24,V-1,PgNo.7 INo.1.19

18 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. III 74 8.43 365.00 18.25 383.25 Nos SR-2023-24,V-1,PgNo.7 INo.1.20

19 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) III 67 8.16 (ii) 2889.00 144.45 3033.45 Each SR-2023-24,V-1,PgNo.7 INo.1.21

20 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) III 67 8.16 (iii) 820.00 41.00 861.00 Each SR-2023-24,V-1,PgNo.7 INo.1.22

Renewal Estimate

2 Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom III Vo-3/ 43 5.32 18.00 0.90 18.90 M2

CD works 0 0.05

1 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-- By Mechanical Means (iv) Dismantling Stone Masonry-B) Rubble stone masonry in cement mortar. III 10 2.10 -iv-B 610 30.50 640.5 m3 Code Vol-3 I.N0-2.10(iv)B P.N0-10 #REF! 0.05

2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.B Above 600 mm to 900 mm dia III 11 2.17 B 1096 54.80 1150.8 M Code Vol-3 I.N0-2.17B P.N0-11 #REF! 0.05

3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m I 8 1.14.1 102 5.10 107.1 M3 Code Vol-1 I.N0-1.14.1 P.N0-8

4 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. Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates I 15 2.1.4 6147 307.35 6454.35 M3 Code Vol-1 I.N0-2.1.4 P.N0-15

5 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I 16 2.4.2 6221 311.05 6532.05 M3 Code Vol-1 I.N0-2.4.2 P.N0-16

6 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. At 5% of item code - I 111 3 311.05 15.55 326.6025 m3 Code Vol-1 I.N0-3 P.N0-11 #REF! 0.05 3.465 #REF! 3.46 #REF!

7 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.-1000mm Dia III 146 16.16 B 16007 800.35 16807.35 M Code Vol-3 I.N0-16.15b P.N0-146 #REF! 0.05

8 Construction of Embankment 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 I 7 1.8 474 23.70 497.7 M3 Code Vol-1 I.N0-1.8 P.N0-7

9 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification I 18 2.11 h 80019 4000.95 84019.95 T Code Vol-1 I.N0-2.11b P.N0-18

10 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 III 148 16.26 27 1.35 28.35 M2 Code Vol-1 I.N0-16.26 P.N0-148 #REF! 5% 4116 #REF! 4116 #REF!

11 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,-B)1000 mm Dia backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. III 146 16.15 B 7957 397.85 8354.85 M Code Vol-3 I.N0-16.15b P.N0-146 #REF! 0.05

12 Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications-C)600 mm dia III 80 8.58 C 1906 95.3 2001.3 M SR-2023-24,V-3,PgNo.67 INo.8.16 (iii)

5 Year Maintenance

1 Road maintenance for 3rd year for road with DBM+BC as wearing coat. Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. SE office Aproved Data rate 36230.00 0.00 36230.00 Per Km

2 Road maintenance for 4 th year for road with DBM+BC as wearing coat. Maintenance of Road for 4th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance 64240.00 0.00 64240.00 Per Km

3 Road maintenance for 5 th year for road with DBM+BC as wearing coat. Maintenance of Road for 5th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. 87690.00 0.00 87690.00 Per Km

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

Existing road Crossection in CH 1.90 to 4.00 km

2.25 5.50 2.25 Existing

Existing Damaged BT surface

Existing Damaged BT surface

Existing WBM surface

Proposed Crossection in CH 1.900 to 4.00 km

430mm shoulders 5.5

0.43 2.145 Proposed BC 250 mm WMM

Proposed WMM 100 mm GSB

9.79 Proposed 100 mm GSB 2.1450

Existing 100 mm WBM

Proposed cross section of Improvement

Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

Existing road Crossection in CH 2.45 to 4.80 km

2.5 3.75 2.5 Existing

Existing Damaged BT surface

Existing Damaged BT surface Existing 100mm WBM surface

Proposed Crossection in CH 2.40 to 4.80 km

425mm shoulders 5.5

0.425 2.13 Proposed SDBC 250 mm WMM

Proposed WMM 150 mm GSB

3.01 Proposed GSB 525

3.16 Proposed GSB Existing 100mm WBM surface Proposed GSB 100 mm Subgrade

Proposed Subgrade 825 1650

3.31 Subgrade Subgrade

Proposed cross section of Improvement

Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

Existing road Crossection in 26.45 to 26.80

5.50 25 mm SDBC

Existing SDBC 250 mm WMM

Existing WMM 200 mm GSB

Existing subgrade

Proposed Widening Crossection in CH.26.45 to 26.80

5.50 25 mm SDBC

400 mm shoulders 7

Existing SDBC 250 mm WMM

Existing WMM 200/100 mm GSB

Existing subgrade

Existing subgrade

Proposed cross section of widening

Assistant Ex.Engineer, Executive Engineer,

P.W.Port & Inland Water Transport,. P.W.Port & Inland Water Transport,.

Dept. Sub-Dn.Chikodi Dept. Divn. Chikkodi.

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

Existing road Crossection in CH.26.80 to 27.00

Damaged BT surface 100 mm WMM

Existing WMM 200 mm GSB

Existing subgrade

Proposed Widening and improvementsin CH.26.80 to 27.00

5.50 25 mm SDBC

400 mm shoulders 7

SDBC 150 mm WMM

WMM 200/100 mm GSB

Existing subgrade

Proposed cross section of widening and improvements

Assistant Ex.Engineer, Executive Engineer,

P.W.Port & Inland Water Transport,. P.W.Port & Inland Water Transport,.

Dept. Sub-Dn.Chikodi Dept. Divn. Chikkodi.

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

Existing road Crossection in CH.28.34 to 28.75

Existing CC drain

Existing CC drain

Damaged BT surface 100 mm WMM

Existing GSB 200 mm GSB

Existing subgrade

Proposed improvements in CH.28.34 to 28.75

Existing CC drain

SDBC 150 mm WMM

Existing subgrade

Proposed improvements

Assistant Ex.Engineer, Executive Engineer,

P.W.Port & Inland Water Transport,. P.W.Port & Inland Water Transport,.

Dept. Sub-Dn.Chikodi Dept. Divn. Chikkodi.

Name of Work : Improvements to Indi Agarkhed Gubbewad Road km0.00 to 4.00 in Indi tq

Existing BAR CHART

Existing Foot path and CC drain=1.50 mtr width

Existing 7.0 m BT Good Condtion

Existing 9.0 m BT Good Condtion Width 15.00Meter Width 9.00Meter 7

Existing 5.50 Mtr width Damaged Width 5.5.00Meter

Existing Foot path and CC drain=1.50 mtr width

Assistant Executive Engineer,

PWP & IWT Sub Division, Indi

Name of Work : Improvements to Indi Agarkhed Gubbewad Road km0.00 to 4.00 in Indi tq

PROPOSED BAR CHART

Existing Foot path and CC drain=1.50 mtr width

Existing 7.0 m BT Good Condtion

Existing 9.0 m BT Good Condtion Proposed shoulder Width 15.00Meter Width 9.00Meter 7

Proposed 100mm GSB,250mm WMM,50mm DBM,30mm BC Width 5.5.00Meter

Existing Divider

Proposed shoulder

Existing Foot path and CC drain=1.50 mtr width

Assistant Executive Engineer,

PWD Sub Division, Indi

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) 43039031

SL. No Description of work Unit Qty Rate in Rs. Amount in Rs.

1 Road maintenance for 3rd year for road with DBM+BC as wearing coat. Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. Km 2.1 36230.00 76083.0 0.078 Data Rate aproved by SE PWD Belagavi

Assistant Executive Engineer, Executive Engineer,

PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) 43039031

SL. No Description of work Unit Qty Rate in Rs. Amount in Rs.

1 Road maintenance for 4 th year for road with DBM+BC as wearing coat. Maintenance of Road for 4th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance Km 2.1 64240.00 134904.0 0.078

Assistant Executive Engineer, Executive Engineer,

PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) 43039031

SL. No Description of work Unit Qty Rate in Rs. Amount in Rs.

1 Road maintenance for 5 th year for road with DBM+BC as wearing coat. Maintenance of Road for 5th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. Km 2.100 87690.000 184149.0 0.078

Assistant Executive Engineer, Executive Engineer,

PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

C.D. work Measurements - at km-2.80

1000 mm dia NP3 6.0.Mt 6.30 Mt

2.20 Mt 0.60 Mt Cushon

1000 mm ф NP3 Pipe

1.30.Mt 1.30.Mt CC M10

Sectional Elevation

Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur

900 mm ф NP3 Pipe.

Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur

Name of Work-Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) and Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (In Selected reaches) (MDR Road)

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road)

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road)

Pavement Design

The Pavement is designed as per IRC :37 -2018 as detailed below.

The Traffic census data extract is enclosed. The total number of heavy vehicle is 482 nos. A design life of 15 years is considered with an annual rate of growth 6% in traffic.

The projected traffic will be designed is based on standard axle method. The highest CBR value is Say6.00 %. Number of vehicles playing 482 per day as per the traffic census conducted from DATED FROM-26/02/2026 to 27/02/2026 at of above road.

The traffic for the design life is computed as below.

A = P(1 + r)x P = No. of commercial vehicle perday in last count.

r= annual rate of growth 5% or 0.05

A 482 (1+0.5)1 x = No. of years between last count and completion of construction.

A= intial traffic years of completion of construction in terms of the number of commerical vehicles per duly modified to account for lane distribution as explained in paragraph 3.2.32.

V= Vehicle damaged factor ( for single lane =1, for double lane = 75% and 50% for four lane

P= No of heavy vehicles for design ( as per traffic census of road)

F = Lane Distribution Factor ( if "P" between 0 to 150 f= 1.70 ) (if "P" between 150 to 1550 f= 3.90)

n=life of constructed road is 20 years consider

N 15.53 Say msa = 15.00axles to be catered for in the

Assistant Executive Engineer Executive Engineer

Public works Dept . Sub-Dn.Indi Public works Dept- Dn. Vijayapur.

Design in terms of msa.= 1.00

Considered Eff.CBR Value =5 5% msa = 40 PCU = #REF!

40 mm BC 30 mm Proposed BC

130 mm DBM 50 mm Proposed DBM

250 mm Granular Base 100 mm Granular Base 250 mm Proposed Granular Base

200 mm Granular SubBase Granular SubBase 100 mm Proposed Granular SubBase

Existing Granular SubBase

Design crust thickness Existing crust thickness Proposed crust thickness

40 mm BC 30 mm Proposed BC

130 mm DBM 50 mm Proposed DBM

250 mm Granular Base 100 mm Granular Base 250 mm Proposed Granular Base

200 mm Granular SubBase Granular SubBase 100 mm Proposed Granular SubBase

100 Existing Granular SubBase

Note: Existing base is treated as GSB Bituminous layer is considered in stage constn.

Sub Estimate -1 : Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road)

Pavement Design

.The Pavement is designed as per IRC :37 -2018 as detailed below.

.The Traffic census data extract is enclosed. The total number of heavy vehicle is 482 nos. A design life of 5 years is considered for stage construction for bituminous layer with an annual rate of growth 5% in traffic.

. The projected traffic will be designed is based on standard axle method. The effective CBR value is 6.00 %. Number of vehicles playing 482 per day as per the traffic conducted survey on DATED FROM-26/02/2026 to 27/02/2026 at 3.00 of above road.(Snap Survey)

The traffic for the design life is computed as below.

A = P(1 + r)x P = No. of commercial vehicle perday in last count.

r= annual growth rate of comercial vehicle 5.00% ie,r= 0.05

A 482 x (1+0.05)1 x = No. of years between last count and completion of construction.

A= intial traffic years of completion of construction in terms of the number of commerical vehicles per day(CVPD)

D= Lane Distribution factor ( for single lane =1,Intermediate Line 75% for double lane = 50% and 45% for four lane

P= No of heavy vehicles for design ( as per traffic census of road)

F = Vehicle damage factor (VDF) ( if "P" between 0 to 150 f= 1.70 ) (if "P" between 150 to 1500 f= 3.90) (if "P" More than 1500 f= 5.00)

n = considered life of constructed road is 5 years

N = The cumulative no.of standard axle to be catered for in the Design in terms of msa.

Considering msa = 5

Considered Eff.CBR Value =5 msa = 5 PCU = 2126.50

30 mm BC 00 mm Worn Out SDBC 25 mm Proposed SDBC

65 mm DBM 50 mm Proposed BM

250 mm Granular Base 495 100 mm Granular Base 425 250 mm Proposed WMM

150 mm Granular SubBase 230 mm 00 mm Granular SubBase 100 GSB for c/w portion /Drainage layer

Design crust thickness Existing crust thickness for widening portion Proposed crust thickness

Note :- Granular Base & Sub Base designed for 15 years period.

Bituminous layer designed for 5 years period (stage construction)

Assistant Engineer, Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Vijayapur PWD Division Vijayapur

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUS

Division: Bijapur DATE OF TRAFFIC SURVEY : 26/02/2026 to 27/02/2026

Name of the Road Length of the Road Considered (in K.M.) Point at which the Survey was conducted (K.M.) Fast Moving Vehicles Slow Moving Vehicles Total Vehicles (17+22) PCU Commercial Vehicles (9 to 16) Vehicle Damage Factor (VDF) Locomotives (Railways) Train Vehicle Unit (TVU) (17x29)

Two Wheeler Auto Rickshaw Car/Jeep/ Taxi Commerecial Vehicles Total Fast Moving Vehicles (6 to 16) Pedal Cycle Cycle Rickshaw Horse Drawn Bullock Cart Total Slow Moving Vehicles (18 to 21b ) Passenger Trains Goods Trains No. of Gate Closers

From To Total Van / Tempo Mini Bus Buses LCV Goods Vehicles (Trucks) Tractor with Trailer

2 - Axle Rigid ( 6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres) Wooden Wheel Rubber Tyre

Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road

Section Officer Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Indi PWD Division Vijapur

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road)

PAVEMENT THICKNESS CHART

Km No Eff. CBR Value As per Design Existing Crust thickness Balance Remakrs

Sub base in mm Base in mm DBM in mm BC/SDBC in mm Total thick in mm Sub base in mm Base in mm BM in mm SDBC in mm Total thick in mm Sub base in mm Base in mm BM in mm SDBC in mm Total thick in mm

Km 6.28 to 7.50 7.00% 200 250 85 30 565 0 100 0 0 100 100 250 50 25 425 Proposed 100 mm GSB, 250mm WMM+50mm BM +25mm thick SDBC (stage construction)

Note :- Existing WBM base is treated as GSB

Bituminous layer is considered in stage constn.

Assistant Executive Engineer Executive Engineer

PWD Sub Division Indi PWD Division Vijayapur

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road)

:: RE-CAPUTALATION SHEET ::

S No Description of work Amount

2 3rd Year Maintenance 34928.60 38076.2 -3147.60

3 4th Year Maintenance 57352.20 66770.6 -9418.40

4 5th Year Maintenance 71162.60 84265.4 -13102.80

Assistant Executive Engineer, Executive Engineer, 99499999.97

Public works Dept Sub Division, Indi Public works Dept Division Vijayapur. #REF!

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road)

Detailed Estimate

SL No Description of work No Measurement Contents Total Rate Amount

1 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.-(ii) By Mechanical Means using Dozer-(A) In area of light jungle

Sub Total = 4880.00

Deduct 40% voids = 1952.00

Net qty = 2928.00

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

Sub Total = 4575.00

3 Surface Drains in Soil Construction of unlined surface drains of average crosssectional 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.

km 6.28 to 7.50 in selected reaches 1 500.00 = 500.00

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

5 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 For Grading -V Material.

CH-6.28 to 7.50 km =

6 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.

7 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.

8 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface

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

10 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.

11 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

Total Qty = 2.00 Nos 3740.10 7480.2

12 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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. ( xii ) 60 cm x 45 cm rectangular each 4,250.00

Total Qty = 1.00 Nos 4420.50 4420.5

13 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

CH-6.28 to 7.50 km in selected reaches curves, school etc 2 700.0 0.10 = 140.000

14 Direction and Place Identification Signs upto 0.9 m2 Size Board.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 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

15 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.

Total Qty = 136 Nos 383.25 52122

16 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)

Total Qty = 2.00 Nos 3033.45 6066.9

17 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)

Total Qty = 8.00 Nos 861.00 6888

Grand Tota Aount = 10131102.93 #REF! #REF!

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur.

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road)

S No Description of work SR Vol Page No Item No Basic rate Area Wtage 5%=Column 6*5% Final rate=8+9 Unit

1 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.-(ii) By Mechanical Means using Dozer-(A) In area of light jungle Vol-III 9 2.5 ii (A) 393.0 19.65 412.65 per 100 m2

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 Vol-III 17 3.5 6.00 0.30 6.30 M2

3 Surface Drains in Soil Construction of unlined surface drains of average crosssectional 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. III 144 16.8 B 25.00 1.25 26.25 Mt

4 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. I 36 1.12 95.00 4.75 99.75 M3

5 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. III 18 3.11 4.00 0.20 4.20 M2

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 Vol-III 17 3.6 493.00 24.65 517.65 M3

7 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 For Grading -V Material. III 23 4.2 (v) 2359.00 117.95 2476.95 M3

8 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. III 26 4.17 2559.00 127.95 2686.95 M3

10 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. III 31 5.1A 63.00 3.15 66.15 M2

11 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface III 31 5.4 (ii) 22.00 1.10 23.1 M2

12 Bituminous Macadam Grading - II for traffic <20 MSA -Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction III 33 5.8 C 10665.00 533.25 11198.25 M3 SR-2023-24,V-III,PgNo.33 INo.5.8C

13 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. III 43 5.31 14785.00 739.25 15524.25 M3 SR-2023-24,V-III,PgNo.43 INo.5.31

13 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 III 64 8.5 ( iv ) 3562.00 178.10 3740.10 Each

14 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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. ( xii ) 60 cm x 45 cm rectangular each 4,250.00 III 65 8.5 ( xii ) 4210.00 210.50 4420.50 Each

15 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 III 67 8.15 530.00 26.50 556.50 M2

16 Direction and Place Identification Signs upto 0.9 m2 Size Board.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 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 III 65 8.7 9010.00 450.50 9460.50 M2

17 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. III 74 8.43 365.00 18.25 383.25 Nos

18 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) III 67 8.16 (ii) 2889.00 144.45 3033.45 Each

19 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) III 67 8.16 (iii) 820.00 41.00 861.00 Each

Renewal Estimate

2 Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom III 43 5.3 I 12.00 0.60 12.60 M2

3 Bituminous Macadam Grading - II for traffic <20 MSA -Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction III 33 5.8 ii C 7661.00 383.05 8044.05 M3

5 Year Maintenance

1 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, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. SE office Aproved Data rate 31210.00 0.00 31210.00 Per Km

2 Road maintenance for 4 th 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, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. 54730.00 0.00 54730.00 Per Km

3 Road maintenance for 5 th 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, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. 69070.00 0.00 69070.00 Per Km

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road)

Existing road Crossection CH-5.00 to 9.0 km

shoulders Existing Worned out BT

Existing Worned out BT

Existing subgrade

Existing 100 mm WBM

Proposed Crossection CH-6.280 to 7.5 km

425mm shoulders 3.75

0.425 2.137 Proposed SDBC 250 mm WMM

Proposed BM 100 mm GSB

Proposed 100 mm GSB

Existing 100 mm WBM

1.787 Existing 100 mm WBM

9.55 300 mm Subgrade

Proposed cross section of Improvement

Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur

Existing road Crossection in CH.7.30to7.50 & 7.80 to 8.20 km

Existing Erthen Surface

Existing subgrade

7.50 25 mm SDBC

425mm shoulders 3.75

Proposed SDBC 250mm WMM

Proposed WMM 200/100 mm GSB

Existing subgrade

Proposed cross section of widening

Assistant Ex.Engineer, Executive Engineer,

P.W.Port & Inland Water Transport,. P.W.Port & Inland Water Transport,.

Dept. Sub-Dn.Indi Dept. Divn. Vijayapur

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road)

Existing road Crossection in 26.45 to 26.80

5.50 25 mm SDBC

Existing SDBC 250 mm WMM

Existing WMM 200 mm GSB

Existing subgrade

Proposed Widening Crossection in CH.26.45 to 26.80

5.50 25 mm SDBC

400 mm shoulders 7

Existing SDBC 250 mm WMM

Existing WMM 200/100 mm GSB

Existing subgrade

Existing subgrade

Proposed cross section of widening

Assistant Ex.Engineer, Executive Engineer,

P.W.Port & Inland Water Transport,. P.W.Port & Inland Water Transport,.

Dept. Sub-Dn.Chikodi Dept. Divn. Chikkodi.

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road)

Existing road Crossection in CH.26.80 to 27.00

Damaged BT surface 100 mm WMM

Existing WMM 200 mm GSB

Existing subgrade

Proposed Widening and improvementsin CH.26.80 to 27.00

5.50 25 mm SDBC

400 mm shoulders 7

SDBC 150 mm WMM

WMM 200/100 mm GSB

Existing subgrade

Proposed cross section of widening and improvements

Assistant Ex.Engineer, Executive Engineer,

P.W.Port & Inland Water Transport,. P.W.Port & Inland Water Transport,.

Dept. Sub-Dn.Chikodi Dept. Divn. Chikkodi.

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road)

Existing road Crossection in CH.28.34 to 28.75

Existing CC drain

Existing CC drain

Damaged BT surface 100 mm WMM

Existing GSB 200 mm GSB

Existing subgrade

Proposed improvements in CH.28.34 to 28.75

Existing CC drain

SDBC 150 mm WMM

Existing subgrade

Proposed improvements

Assistant Ex.Engineer, Executive Engineer,

P.W.Port & Inland Water Transport,. P.W.Port & Inland Water Transport,.

Dept. Sub-Dn.Chikodi Dept. Divn. Chikkodi.

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road)

Existing Barchart

Tadavalaga Lingadalli Kyatanakeri Basanal NH-13

3.75M width Existing BT Surface Existing Damaged BT Surface Existing BT Surface 5.5

Proposed Barchart

Tadavalaga Lingadalli Kyatanakeri Basanal NH-13

Shoulder Shoulder Shoulder

3.75M width Existing BT Surface Existing Damaged BT Surface For CW=3.75mm GSB-100 mm ,WMM-250mm, 50mm BM and 25mm SDBC Existing BT Surface 3.75

Shoulder Shoulder Shoulder

Proposed Reconstruction

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road) 43039031

SL. No Description of work Unit Qty Rate in Rs. Amount in Rs.

1 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, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. Km 1.22 28630.00 34928.6 0.078 Data Rate Aproved by SE PWD Belagavi

Assistant Executive Engineer, Executive Engineer,

PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road) 43039031

SL. No Description of work Unit Qty Rate in Rs. Amount in Rs.

1 Road maintenance for 4 th 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, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. Km 1.22 47010.00 57352.2 0.078

Assistant Executive Engineer, Executive Engineer,

PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur

Sub Estimate -2 : Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road) 43039031

SL. No Description of work Unit Qty Rate in Rs. Amount in Rs.

1 Road maintenance for 5 th 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, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. Km 1.220 58330.000 71162.6 0.078

Assistant Executive Engineer, Executive Engineer,

PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur

Name of Work:Improvements to Indi Agarakhed Gubbewad road from CH-0.00 to 4.00 km in Indi Taluk (MDR Road) & Improvements to Tadavalaga Lingadalli Kyatanakeri Basanal to Join NH-13 road from CH-5.00 to 9.00 km in Indi Taluk (MDR Road) (In selected reaches) (WINO.PWD/2026-27/RD/WORK_INDENT37645)

Sl No Description Unit Quantity Rate Amount Mile Stone no.1 Mile Stone no.2 Mile Stone no.3

Ist Month IIst Month Total IIInd Month IVnd Month Total V nd Month VI nd Month Total

Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial

1 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.-(ii) By Mechanical Means using Dozer-(A) In area of light jungle M2 50.4 412.65

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 M2 5775 6.3

3 Surface Drains in Soil Construction of unlined surface drains of average crosssectional 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. M 2000 26.25

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. M3 3292.34 517.65 0

5 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 For Grading -V Material. M4 1155 2476.95

6 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 2887.5 2686.95

7 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. M2 11550 66.15

8 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface M2 11550 23.1

9 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 Each 2 3740.1

10 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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. ( xii ) 60 cm x 45 cm rectangular each 4,250.00 Each 2 4420.5

11 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 M2 420 556.5

12 Direction and Place Identification Signs upto 0.9 m2 Size Board.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 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 0.9 9444.75

13 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 234 383.25

14 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) Each 2 3033.45

15 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) Each 8 861

16 Dense Graded Bituminous Macadam Grading - II for traffic >20 MSA-PProviding and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP 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. cum 577.5 15282.75

17 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-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 cum 346.5 18075.75

C.D. work Measurements - at km-6.60

1 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-- By Mechanical Means (iv) Dismantling Stone Masonry-B) Rubble stone masonry in cement mortar.. m3 53.55 640.5 30

2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.B Above 600 mm to 900 mm dia M 7.5 1150.8 1.95

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 M3 20.96 107.1

4 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 20 mm nominal size graded crushed coarse aggregates M3 3.82 6454.35

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 M3 30.77 6858.65

6 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,-B)1000 mm Dia backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. M 10 8354.85

7 Construction of Embankment 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 M3 80.97 497.7

8 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 T 0.48 84019.95

9 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 M2 16.32 28.35

1 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.-(ii) By Mechanical Means using Dozer-(A) In area of light jungle M2 29.28 412.65

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 M2 2287.5 6.3

3 Surface Drains in Soil Construction of unlined surface drains of average crosssectional 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. M 500 26.25

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. M3 1885.78 517.65 0

5 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 For Grading -V Material. M4 457.5 2476.95

6 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 1143.75 2686.95

7 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. M2 4575 66.15

8 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface M2 4575 23.1

9 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 Each 2 3740.1

10 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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. ( xii ) 60 cm x 45 cm rectangular each 4,250.00 Each 1 4420.5

11 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 M2 140 556.5

12 Direction and Place Identification Signs upto 0.9 m2 Size Board.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 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 0.9 9444.75

13 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 136 383.25

14 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) Each 2 3033.45

15 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) Each 8 861

16 Bituminous Macadam Grading - II for traffic <20 MSA -Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction cum 228.75 11198.25

17 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. cum 114.38 15524.25

Month wise Amount Miles Amount Fenalty

1 Month 1 Miles (1 & 2 Month) Executive Engineer

2 Month ಗುತ್ತಿಗೆದಾರರ ಸಹಿ PWD Division Viajayapur

3 Month 2 Miles (3 & 4 Month)

5 Month 3 Miles (5 & 6 Month)

Information on litigation in which the Tenderer is involved:

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

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:…………………………

List of Machinery

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

No. Capacity Number/Capacity Age/ Condition

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.

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.

Information on works which are yet to be completed.

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

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 2020 Remarks (Indicate contract reference)

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

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

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

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

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

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

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

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

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

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

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

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

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

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

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 * : 2020

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

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

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

Financial in lac :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2021

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

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

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

Financial in lac :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2022

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

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

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

Financial in lac :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2023

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

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

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

Financial in lac :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2024

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

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

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

Financial in lac :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2025

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

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

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

Financial in lac :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

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:

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

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

Billed upto date during 2025-26

Attach Chartered Accountant's Yearwise Statements.