Construction of Cross Drainage work and C.C Drain at km.43.28 0 on Alnavar Betageri (SH-140) in Bailhongal Taluk under HOA 3054 SH Bridge Maintenance for 2025-26 (Reserved for Cat-I Only)

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

OFFICE OF THE EXECUTIVE ENGINEER

PW,D BELAGAVI DIVISION, BELAGAVI

OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER

PW,P SUB-DIVISION, BAILHONGAL

Construction of Cross Drainage work and C.C Drain at km.43.280 on Alnavar Betageri (SH-140) in Bailhongal Taluk

¯ÉPÀÌ ²Ã¶ðPÉ: 2022-23£Éà ¸Á°£À 5054-03-337-0-17-154 gÁdå ºÉzÁÞj gÀ¸ÉÛ PÁªÀÄUÁjUÀ¼ÀÄ-¸ÀÄzsÁgÀuÉ CrAiÀÄ°è (C¥ÉArPïì-E)

ESTIMATE COST : Rs. 7,500,000.00

F O R M P. W. G. 62

(PARAGRAP 130 (a) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE)

E S T I M A T E F A C E S H E E T

Division : - PWD Division, Belagavi

Sub-Division : -PWD Sub-Division, Belagavi

Sanctioned Estimate No:

Fund Head :- " 2022-23£Éà ¸Á°£À 5054-03-337-0-17-154 gÁdå ºÉzÁÞj gÀ¸ÉÛ PÁªÀÄUÁjUÀ¼ÀÄ-¸ÀÄzsÁgÀuÉ CrAiÀÄ°è (C¥ÉArPïì-E)

Departmental Head :

This Estimate is framed in the office of the Executive Engineer, PWD.Division, Belagavi and the probable expenses that will be incurred in the

Construction of Cross Drainage work and C.C Drain at km.43.280 on Alnavar Betageri (SH-140) in Bailhongal Taluk

Administratively Approved under :

Technically sanctioned under :

Estimate prepared by : Shri Nitin Jadhav, Assistant Engineer-2

and checked by Shri V.S.Anikivi, Assistant Executive Engineer

(call or authority)

Assistant Executive Engineer, PWD Sub-Division, Bailhongal

Construction of Cross Drainage work and C.C Drain at km.43.280 on Alnavar Betageri (SH-140) in Bailhongal Taluk

(As per Para 133 of K.P.W.D)

Certified that I Shri V.S.Anikivi Assistant Executive Engineer, PWD Sub division have personally visited the spot and prepared the estimate using sanctioned schedule of rates, and providing for the most economical and safe way of executing the work.

Assistant Executive Engineer, PWD Sub-Division, Bailhongal

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

Certified that sufficient care has been taken while preparing the estimates in respect of the above mentioned work to see that necessary items which are technicaly required for the work in sufficient quantity as per site condition are included while preparing the estimate, and specification of items included are completed and correct

Assistant Executive Engineer, PWD Sub-Division, Bailhongal

Certified that the work proposed in this estimate has not been taken up under any other head/ programme by any agency. The said work has not been included/proposed/over lapped in any other proposed programme.

Assistant Executive Engineer, PWD Sub-Division, Bailhongal

Construction of Cross Drainage work and C.C Drain at km.43.280 on Alnavar Betageri (SH-140) in Bailhongal Taluk

¸ÁªÀiÁ£Àå ªÀgÀ¢

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ vÁ®ÆQ£À ¨ÉÊ®ºÉÆAUÀ® ªÀÄvÀPÉëÃvÀæzÀ UÉÆÃPÁPÀ-¸ÀªÀzÀwÛ (gÁ.ºÉ.-103)gÀ ºÉƸÀÆgÀÄ UÁæªÀÄ ¥Àj«ÄwAiÀÄ°è ¹.¹. UÀmÁgÀ ¤ªÀiÁðt ªÀiÁqÀĪÀ PÁªÀÄUÁjAiÀÄ£ÀÄß 2022-23£Éà ¸Á°£À 5054-03-337-0-17-154 gÁdå ºÉzÁÞj gÀ¸ÉÛ PÁªÀÄUÁjUÀ¼ÀÄ-¸ÀÄzsÁgÀuÉ (C¥ÉArPïì-E)É CrAiÀÄ°è ¸ÀPÁðgÀzÀ ¥ÀvÀæ ¸ÀASÉå:¸ÀPÁðgÀzÀ ¥ÀvÀæ ¸ÀA. ¯ÉÆÃE/98/LJ¥sïJ/2022(¨sÁUÀ-7) (E-PÀZÉÃj) ¢£ÁAPÀ:28.06.2022 gÀ°è gÀÆ. 75.00 ®PÀëUÀ½UÉ C£ÀĪÉÆÃzÀ£ÉUÉÆArgÀÄvÀÛzÉ. CzÀgÀAvÉ ¸ÀzÀj PÁªÀÄUÁjAiÀÄ CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß DqÀ½vÁvÀäPÀ C£ÀĪÉÆÃzÀ£É ºÁUÀÆ vÁAwæPÀ ªÀÄAdÆgÁwUÁV ¸À°è¸À¯ÁVzÉ. ¸ÀzÀj UÁæªÀÄzÀ°è ZÀgÀArUÀ¼ÀÄ ºÁ¼ÁVgÀĪÀzÀÄ PÀAqÀħA¢zÉ ªÀÄvÀÄÛ EzÀjAzÀ ¸ÀܽÃAiÀÄ d£ÀjUÉ vÉÆAzÀgÉ DUÀÄwÛgÀĪÀzÀjAzÀ ¸ÀzÀj ZÀgÀArUÀ¼À£ÀÄß C©üªÀÈ¢Þ ¥Àr¸ÀĪÀzÀÄ CªÀ±Àå«gÀÄvÀÛzÉ CzÀgÀAvÉ CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß F PɼÀV£ÀAvÉ vÀAiÀiÁj¸À¯ÁVzÉ

CAzÁdÄ ¥ÀwæPÉAiÀÄ°è C¼ÀªÀr¹gÀĪÀ CA±ÀUÀ¼ÀÄ

1) Earth work excavation by Mechanical means

2) Providing and Filling in foundation with granite / trap broken metal

3) Providing and laying in position plain cement concrete -M5

4) Providing and laying in position Reinforced cement concrete-M20

5) Supplying, Fitting and Placing TMT Fe 500 & above

¸ÀzÀj CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß ¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV.E¯ÁSÉ, 2021-22 £Éà ¸Á°£À (2022-23£Éà ¸Á°UÉ ªÀÄÄAzÀĪÀgÉzÀ) JPÀgÀÆ¥À zÀgÀ ¥ÀnÖAiÀÄAvÉ gÀÆ.75.00 ®PÀëUÀ½UÉ vÀAiÀiÁj¹ ªÀÄAdÆgÁwUÁV DzÀgÀ¥ÀƪÀðPÀªÁV ¸À°è¸À¯ÁVzÉ.

¸ÀºÁAiÀÄPÀ PÁAiÀÄð¤ªÁðºÀPÀ EAf¤ÃAiÀÄgï

¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV E¯ÁSÉ

G¥À «¨sÁUÀ ¨ÉÊ®ºÉÆAUÀ®

PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ¨É¼ÀUÁ« £ÀUÀgÀzÀ zÀQët ªÀÄvÀPÉëÃvÀæ ªÁå¦ÛAiÀÄ°è ªÀĺÁ£ÀUÀgÀ ¥Á°PÉ ªÁå¦ÛAiÀÄ°è C£ÀUÉÆüÀ UáæªÀÄzÀ ªÀiÁgÀÄw UÀ°è, ²ªÀ±ÀQÛ£ÀUÀgÀ, ªÀqÀØgÀ UÀ°è. EA¢gÁ £ÀUÀgÀ, PÀ£ÀPÀzÁ¸À PÁ®¤, CA¨ÉÃqÀÌgÀ £ÀUÀgÀ, ªÀĺÁ«ÃgÀ £ÀUÀgÀ UÀ¼À°è Dgï.¹.¹. ZÀgÀAr ¤gÁät ªÀiÁqÀĪÀÅzÀÄ (ªÀĺÁ£ÀUÀgÀ ¥Á°PÉ ZÀgÀAr).

0.125 M20 For Footing

0.15 Boulder filling

Proposed CROSS SECTION OF CC DRAIN

Assistant Executive Engineer Executive Engineer,

PWD Department, Sub-Division.Belgaum. PWD.Dept.Belgaum Dn.Belgaum

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

OFFICE OF THE CHIEF ENGINEER

PWP (NORTH ZONE) DHARWAD

Head of Account: 3054-03-102-0-01-200 SH Bridge Maintenance

Name of Work:Construction of Cross Drainage work and C.C Drain at km.43.280 on Alnavar Betageri (SH-140) in Bailhongal Taluk (Proposed chainage km 0.00 to 1.800 , 4.850 to 5.600 And 8.900 to 10.050)

Name of Work:Improvement to Marakumbi to Chachadi via Haragoppa road from km 0.000 to 1.800 ,Km 3.000 to 5.600 and Km 8.800 to 10.550 in Bailhongal constituency of Belagavi District(Proposed chainage km 0.00 to 1.800 , 4.850 to 5.600 And 8.900 to 10.000)

EXECUTIVE ENGINEER

PWD BELAGAVI DIVISION, BELAGAVI DIST

ESTIMATE COST :Rs: 15.20 Lakhs

Name of Work:Construction of Cross Drainage work and C.C Drain at km.43.280 on Alnavar Betageri (SH-140) in Bailhongal Taluk

PWD CODE PARA -133

C E R T I F I C A T E

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

Assistant-Execuive-Engineer,

C E R T I F I C A T E

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

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

Assistant-Execuive-Engineer, Executive-Engineer,

PWD Sub-Dn,Bailhongal PWD Dn,Belagavi.

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-Execuive-Engineer, Executive-Engineer,

PWD Sub-Dn,Bailhongal PWD Dn,Belagavi.

Name of Work:Construction of Cross Drainage work and C.C Drain at km.43.280 on Alnavar Betageri (SH-140) in Bailhongal Taluk

¸ÁªÀiÁ£Àå ªÀgÀ¢

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಅಳ್ನಾವರ-ಬೆಟಗೇರಿ(ರಾಜ್ಯ ಹೆದ್ದಾರಿ -140) ರಸ್ತೆಯು ರಾಜ್ಯ ಹೆದ್ದಾರಿ ರಸ್ತೆಯಾಗಿರುತ್ತದೆ. ಸದರಿ ರಸ್ತೆಯ ಬದಿಯಲ್ಲಿ ಸಿ.ಸಿ ಚರಂಡಿ ಮತ್ತು ಅಪ್ರೋಚ್‌ ರಸ್ತೆಗೆ ಪೈಪ್‌ ಕಲ್ವರ್ಟ ನಿರ್ಮಿಸುವ ಕಾಮಗಾರಿಯ ಪ್ರಸ್ತಾವನೆಯನ್ನು ಮಂಜುರಿಸಿದ್ದು ಸದರಿ ರಸ್ತೆ ಕಾಮಗಾರಿ 2025-26 ನೇ ಸಾಲಿನ 3054-03-102-0-01-200 ರಾಜ್ಯ ಹೆದ್ದಾರಿ ಸೇತುವೆಗಳ ದುರಸ್ತಿ/ನಿರ್ವಹಣೆ ಅಡಿಯಲ್ಲಿ ರೊ.15.200ಲಕ್ಷಗಳಿಗೆ ಮಂಜೂರಾಗಿದ್ದು ಅನುಮೊದನೆಯಾದ ಅನುದಾನಕ್ಕೆ ಮಿತಿಗೊಳಿಸಿ ಕೀ.ಮಿ 43.280 ರಲ್ಲಿ ಸಿ.ಸಿ ಚರಂಡಿಯನ್ನು ನಿರ್ಮಿಸಿ ಅಪ್ರೋಚ್‌ ರಸ್ತೆಗೆ ಪೈಪ್‌ ಕಲ್ವರ್ಟ ನಿರ್ಮಿಸುವ ಕಾಮಗಾರಿಗೆ ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿಕೊಂಡು ಅಂದಾಜು ಪತ್ರಿಕೆಗಳನ್ನು ತಯಾರಿಸಲಾದೆ.

ಸದರಿ ರಸ್ತೆಯನ್ನು ಆಯ್.ಆರ್.ಸಿ.37-2018ರ ವಿನ್ಯಾಸ ಪ್ರಕಾರ ಅಭಿವೃದ್ಧಿ ಪಡಿಸಲು ಈ ಅಂಗಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಪರಿಗಣಿಸಲಾಗಿದೆ. Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means

ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ (2025-26 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ ಏಕರೂಪ ದರಪಟ್ಟಿಯನ್ನು ಆದರಿಸಿ ತಯಾರಿಸಿ, ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work

2 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications

3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.

4 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

5 Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.35-312.80

6 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.

7 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets C. 750 mm Dia

The estimate is submitted for kind approval.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರು, ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರು,

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪವಿಭಾಗ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ವಿಭಾಗ

ಬೈಲಹೊಂಗಲ ಬೆಳಗಾವಿ

Construction of Cross Drainage work and C.C Drain at km.43.280 on Alnavar Betageri (SH-140) in Bailhongal Taluk

Sl. No. Name of sub Works Amount (In Rs.)

3 Misc and Rounding Off 1,799.14 1,799.70

4 Total Cost of the Project 1,520,000.00 1,520,000.00 #REF!

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

Construction of Cross Drainage work and C.C Drain at km.43.280 on Alnavar Betageri (SH-140) in Bailhongal Taluk

Length Sides Length Size

Size 0.45 X 0.60 m (m) (No) (m)

Maruti Galli Angol 253 2 506.00 0.45 X 0.60

Shivashakti Nagar 347 2 694.00 0.45 X 0.60

Waddar Galli Angol 370 2 740.00 0.45 X 0.60

Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60

Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60

Kanakdas Colony 1 170 1 170.00 0.45 X 0.60

Size 0.60 X 0.60 m

Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60

Indiranagar Angol 200 2 400.00 0.60 X 0.60

Kanakdas Colony 2 340 2 680.00 0.60 X 0.60

Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m

Estimation for 0.6 x 0.6 RCC Drain and Field Culvert for Approach

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i)

For Field Culvert for the Approach Road 1 5.60 1.55 0.950 8.25

2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge. Vol 1 I.No 1.23 pg 11

For Field Culvert for the Approach Road 1 5.6 1.55 0.1 0.868

Below the Pipes m3 32.0 2682.00 85738.18

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0 0

For Field Culvert for the Approach Road 1 5.6 1.55 0.1 0.868

Below the Pipes m3 32.0 5918.00 189186.62

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 2.2.1 0 0

RHS at Km 43.280

Headwalls for Field Culvert

Deducting Pipe Volume -2 0.48 0.300 -0.29

Area of Pipe = (3.142*0.75^2)/4

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.35-312.80

Qty as per item no 4 53.95

5 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III) 2.11.h

For Drain (Total Leangth L= 311.00

Main Bars 10MM Dia @ 150 mm C/C Vertical Bar ( U Shape ) 1 2074 1.90 0.62 2443.17 kg 2074

Distrubution Bar 8MM Dia @ 150 mm C/C 1 14 311 0.39 1698.06 14

Distrubution Bar 8MM Dia @ 150 mm C/C 1 188 7 0.39 513.24 kg 7 9

Distrubution Bar 8MM Dia @ 150 mm C/C

Distrubution Bar 8MM Dia @ 150 mm C/C Double mesh and for 2 Headwalls 2 2 2.30 8 0.39 14.35 kg

Main Bars 10 mm Dia at 150 mm C/C U Bar for 2 headwalls 2 3 17 0.62 53.8 Kg

6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets C. 750 mm Dia

Slab Over Drain(0.75x0.75) 0 2.50 1.00 0.000

6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets C. 750 mm Dia

For Field Culvert for the Approach Road 2 2.5 5.000

Total 1286610.90

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

0.10 M20 For Raft

0.10 Boulder filling

Proposed CROSS SECTION OF CC DRAIN

Assistant Executive Engineer Executive Engineer,

PWD Department, Sub-Division.Bailhongal PWD.Dept.Belgaum Dn.Belgavi

RATE ANALYSIS 2023-24 FOR DRAIN

Sl.No Material Unit SR Rate Issue Rate Difference

Description of Items. Unit S.R.Rate Basic Rate Diff in cost Total Area wtg.0%

Page No. It. No. Volume Constant Diff. rate Diff. amount Total Rate

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work m3 8 1.14 I 102.00 0.00 102.00 0.00 102.00

2 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications m3 11 1.23 V 2682.00 0.00 2682.00 0.00 2682.00

3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. m3 15 2.1.3 I 5918.00 0.00 5918.00 0.00 5918.00

4 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 16 2.2.1 I 6184.00 0.00 6184.00 0.00 6184.00

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.35-312.80 m3 A7 SN II 2164.40 0.00 2164.40 0.00 2164.40

5 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Tonne 18 2.11 h I 69749.00 0.00 69749.00 0.00 69749.00

6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets C. 750 mm Dia m 146 16.15 III 3334.00 0.00 3334.00 0.00 3334.00

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

ESTIMATE FOR RCC DRAINS 0.45 X 0.6

Length Sides Length Size

Size 0.45 X 0.60 m (m) (No) (m)

Maruti Galli Angol 253 2 506.00 0.45 X 0.60

Shivashakti Nagar 347 2 694.00 0.45 X 0.60

Waddar Galli Angol 370 2 740.00 0.45 X 0.60

Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60

Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60

Kanakdas Colony 1 170 1 170.00 0.45 X 0.60

Size 0.60 X 0.60 m

Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60

Indiranagar Angol 200 2 400.00 0.60 X 0.60

Kanakdas Colony 2 340 2 680.00 0.60 X 0.60

Side walls = 0.125 m

Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i)

2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0 0

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 0 0

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.35-312.80

Qty as per item no 4 17.19

5 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III)

For Drain (Total Leangth L= 90.00

Main Bars 10MM Dia @ 200mm C/C Vertical Bar ( U Shape ) 1 451 1.75 0.62 489.34 kg 451

Distrubution Bar 8MM Dia @ 200 mm C/C 1 10 90 0.39 351.00 kg 13

Main Bars 10MM Dia @ 150mm C/C 1 0.90 38 0.62 21.20 38

Distrubution Bar 8MM Dia @ 200 mm C/C 1 5.50 6 0.39 12.87 kg 6 9

Total 267023.87

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

ESTIMATE FOR RCC DRAINS 0.9 x 0.9

Length Sides Length Size

Size 0.45 X 0.60 m (m) (No) (m)

Maruti Galli Angol 253 2 506.00 0.45 X 0.60

Shivashakti Nagar 347 2 694.00 0.45 X 0.60

Waddar Galli Angol 370 2 740.00 0.45 X 0.60

Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60

Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60

Kanakdas Colony 1 170 1 170.00 0.45 X 0.60

Size 0.60 X 0.60 m

Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60

Indiranagar Angol 200 2 400.00 0.60 X 0.60

Kanakdas Colony 2 340 2 680.00 0.60 X 0.60

Side walls = 0.125 m

Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i)

2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0 0

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 0 0

RHS from Km 5.55 to 5.94

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80

Qty as per item no 4 210.60

5 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III)

For Drain (Total Leangth L= 390.00

Main Bars 10MM Dia @ 200mm C/C Vertical Bar ( U Shape ) 1 1951 2.80 0.62 3386.94 kg 1951

Distrubution Bar 8MM Dia @ 200 mm C/C 1 15 390 0.39 2281.50 15

Distrubution Bar 8MM Dia @ 200 mm C/C 1 195 7 0.39 532.35 kg 7 9

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

0.15 M20 For Footing

0.10 Boulder filling

Proposed CROSS SECTION OF CC DRAIN

Assistant Executive Engineer Executive Engineer,

PWD Department, Sub-Division.Bailhongal PWD.Dept.Belgaum Dn.Belgaum

ESTIMATE FOR RCC DRAINS 0.9 x 0.9

Length Sides Length Size

Size 0.45 X 0.60 m (m) (No) (m)

Maruti Galli Angol 253 2 506.00 0.45 X 0.60

Shivashakti Nagar 347 2 694.00 0.45 X 0.60

Waddar Galli Angol 370 2 740.00 0.45 X 0.60

Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60

Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60

Kanakdas Colony 1 170 1 170.00 0.45 X 0.60

Size 0.60 X 0.60 m

Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60

Indiranagar Angol 200 2 400.00 0.60 X 0.60

Kanakdas Colony 2 340 2 680.00 0.60 X 0.60

Side walls = 0.125 m

Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i)

2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0 0

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 0 0

LHS from Km 170.71 to 171.33

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80

Qty as per item no 4 241.84

5 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III)

For Drain (Total Leangth L= 500.00

Main Bars 10MM Dia @ 200mm C/C Vertical Bar ( U Shape ) 2 2501 2.80 0.62 8683.47 kg 2501

Distrubution Bar 8MM Dia @ 200 mm C/C 2 15 500 0.39 5850.00 20

Distrubution Bar 8MM Dia @ 200 mm C/C 2 47.30 7 0.39 258.26 kg 7 9

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

ESTIMATE FOR RCC DRAINS 0.6 x 0.9

Length Sides Length Size

Size 0.45 X 0.60 m (m) (No) (m)

Maruti Galli Angol 253 2 506.00 0.45 X 0.60

Shivashakti Nagar 347 2 694.00 0.45 X 0.60

Waddar Galli Angol 370 2 740.00 0.45 X 0.60

Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60

Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60

Kanakdas Colony 1 170 1 170.00 0.45 X 0.60

Size 0.60 X 0.60 m

Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60

Indiranagar Angol 200 2 400.00 0.60 X 0.60

Kanakdas Colony 2 340 2 680.00 0.60 X 0.60

Side walls = 0.125 m

Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i)

2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0 0

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 0 0

LHS from Km 170.71 to 171.33

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80

Qty as per item no 4 23.64

5 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III)

For Drain (Total Leangth L= 57.40

Main Bars 10MM Dia @ 200mm C/C Vertical Bar ( U Shape ) 2 288 2.50 0.617 888.48 kg 288

Distrubution Bar 8MM Dia @ 200 mm C/C 2 14 57 0.385 618.77 18

Main Bars 10MM Dia @ 150mm C/C 2 1.20 20 0.617 29.62 20

Distrubution Bar 8MM Dia @ 200 mm C/C 2 3 7 0.385 15.63 kg 7 9

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

RATE ANALYSIS 2023-24 FOR DRAIN

Sl.No Material Unit SR Rate Issue Rate Difference

Description of Items. Unit S.R.Rate Basic Rate Diff in cost Total Area wtg.0%

Page No. It. No. Volume Constant Diff. rate Diff. amount Total Rate

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i) m3 8 1.14 I 102.00 0.00 102.00 0.00 102.00

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge. m3 11 1.23 I 2682.00 0.00 2682.00 0.00 2682.00

3 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 & formworkshall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates m3 15 2.1.3 I 5918.00 0.00 5918.00 0.00 5918.00

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) m3 16 2.2.1 I 6184.00 0.00 6184.00 0.00 6184.00

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80 m3 A7 SN II 309.20 0.00 309.20 0.00 309.20

5 Supplying, fitting and placing TMT FE 550 / 550D Steel reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Tonne 18 2.11 h I 69749.00 0.00 69749.00 0.00 69749.00

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

ESTIMATE FOR RCC DRAINS 1.0 x 1.50

Length Sides Length Size

Size 0.45 X 0.60 m (m) (No) (m)

Maruti Galli Angol 253 2 506.00 0.45 X 0.60

Shivashakti Nagar 347 2 694.00 0.45 X 0.60

Waddar Galli Angol 370 2 740.00 0.45 X 0.60

Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60

Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60

Kanakdas Colony 1 170 1 170.00 0.45 X 0.60

Size 0.60 X 0.60 m

Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60

Indiranagar Angol 200 2 400.00 0.60 X 0.60

Kanakdas Colony 2 340 2 680.00 0.60 X 0.60

Side walls = 0.125 m

Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i)

2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0 0

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 0 0

RHS from Km 171.15 to 171.35

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80

Qty as per item no 4 142.65

5 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III)

For Drain (Total Leangth L= 200.00

Main Bars 10MM Dia @ 200mm C/C Vertical Bar ( U Shape ) 2 1001 4.10 0.62 5089.08 kg 1001

Distrubution Bar 8MM Dia @ 200 mm C/C 2 22 200 0.39 3432.00 28

Distrubution Bar 8MM Dia @ 200 mm C/C 2 70 8 0.39 436.80 kg 8 9

Total 1936213.49

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

0.15 M20 For Footing

0.10 Boulder filling

Proposed CROSS SECTION OF CC DRAIN

Assistant Executive Engineer Executive Engineer,

PWD Department, Sub-Division.Bailhongal PWD.Dept.Belgaum Dn.Belgaum

ESTIMATE FOR RCC DRAINS 1.0 x 1.50

Length Sides Length Size

Size 0.45 X 0.60 m (m) (No) (m)

Maruti Galli Angol 253 2 506.00 0.45 X 0.60

Shivashakti Nagar 347 2 694.00 0.45 X 0.60

Waddar Galli Angol 370 2 740.00 0.45 X 0.60

Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60

Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60

Kanakdas Colony 1 170 1 170.00 0.45 X 0.60

Size 0.60 X 0.60 m

Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60

Indiranagar Angol 200 2 400.00 0.60 X 0.60

Kanakdas Colony 2 340 2 680.00 0.60 X 0.60

Side walls = 0.125 m

Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i)

2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0 0

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 0 0

RHS from Km 171.15 to 171.35

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80

Qty as per item no 4 14.50

5 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III)

For Drain (Total Leangth L= 23.70

Main Bars 10MM Dia @ 200mm C/C Vertical Bar ( U Shape ) 2 120 3.40 0.62 505.92 kg 120

Distrubution Bar 8MM Dia @ 200 mm C/C 2 18 24 0.39 332.75 24

Main Bars 10MM Dia @ 150mm C/C 2 1.30 90 0.62 145.08 90

Distrubution Bar 8MM Dia @ 200 mm C/C 2 13.4 8 0.39 83.62 kg 8 9

Total 204995.62

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

ESTIMATE FOR RCC DRAINS 1.0 x 1.20

Length Sides Length Size

Size 0.45 X 0.60 m (m) (No) (m)

Maruti Galli Angol 253 2 506.00 0.45 X 0.60

Shivashakti Nagar 347 2 694.00 0.45 X 0.60

Waddar Galli Angol 370 2 740.00 0.45 X 0.60

Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60

Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60

Kanakdas Colony 1 170 1 170.00 0.45 X 0.60

Size 0.60 X 0.60 m

Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60

Indiranagar Angol 200 2 400.00 0.60 X 0.60

Kanakdas Colony 2 340 2 680.00 0.60 X 0.60

Side walls = 0.125 m

Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i)

2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0 0

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 0 0

RHS from Km 171.15 to 171.35

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80

Qty as per item no 4 27.29

5 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III)

For Drain (Total Leangth L= 47.00

Main Bars 10MM Dia @ 200mm C/C Vertical Bar ( U Shape ) 2 236 3.50 0.62 1024.24 kg 236

Distrubution Bar 8MM Dia @ 200 mm C/C 2 19 47 0.39 696.54 24

Main Bars 10MM Dia @ 150mm C/C 2 1.30 90 0.62 145.08 90

Distrubution Bar 8MM Dia @ 200 mm C/C 2 13 8 0.39 83.62 kg 8 9

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

RATE ANALYSIS 2023-24 FOR DRAIN

Sl.No Material Unit SR Rate Issue Rate Difference

Description of Items. Unit S.R.Rate Basic Rate Diff in cost Total Area wtg.0%

Page No. It. No. Volume Constant Diff. rate Diff. amount Total Rate

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i) m3 8 1.14 I 102.00 0.00 102.00 0.00 102.00

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge. m3 64 A130A V 1593.00 0.00 1593.00 0.00 1593.00

3 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 & formworkshall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates m3 15 2.1.2 I 5664.00 0.00 5664.00 0.00 5664.00

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) m3 16 2.3.1 I 6323.00 0.00 6323.00 0.00 6323.00

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80 m3 A7 SN II 316.15 0.00 316.15 0.00 316.15

5 Supplying, fitting and placing TMT FE 550 / 550D Steel reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Tonne 18 2.11 h I 79011.00 0.00 79011.00 0.00 79011.00

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

ESTIMATE FOR RCC DRAINS 1.5 x 2.0

Length Sides Length Size

Size 0.45 X 0.60 m (m) (No) (m)

Maruti Galli Angol 253 2 506.00 0.45 X 0.60

Shivashakti Nagar 347 2 694.00 0.45 X 0.60

Waddar Galli Angol 370 2 740.00 0.45 X 0.60

Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60

Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60

Kanakdas Colony 1 170 1 170.00 0.45 X 0.60

Size 0.60 X 0.60 m

Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60

Indiranagar Angol 200 2 400.00 0.60 X 0.60

Kanakdas Colony 2 340 2 680.00 0.60 X 0.60

Side walls = 0.125 m

Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i) 0.25

2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0 0

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 0 0

RHS from Km 171.35 to 171.55

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80

Qty as per item no 4 172.80

5 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III)

For Drain (Total Leangth L= 180.00

Main Bars 10MM Dia @ 200mm C/C Vertical Bar ( U Shape ) 2 901 5.60 0.62 6256.54 kg 901

Distrubution Bar 8MM Dia @ 200 mm C/C 2 29 180 0.39 4071.60 38

Distrubution Bar 8MM Dia @ 200 mm C/C 2 60 10 0.39 468.00 kg 10 9

Total 2341840.91

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

0.15 M20 For Footing

0.10 Boulder filling

Proposed CROSS SECTION OF CC DRAIN

Assistant Executive Engineer Executive Engineer,

PWD Department, Sub-Division.Bailhongal PWD.Dept.Belgaum Dn.Belgaum

ESTIMATE FOR RCC DRAINS 1.5 x 1.7

Length Sides Length Size

Size 0.45 X 0.60 m (m) (No) (m)

Maruti Galli Angol 253 2 506.00 0.45 X 0.60

Shivashakti Nagar 347 2 694.00 0.45 X 0.60

Waddar Galli Angol 370 2 740.00 0.45 X 0.60

Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60

Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60

Kanakdas Colony 1 170 1 170.00 0.45 X 0.60

Size 0.60 X 0.60 m

Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60

Indiranagar Angol 200 2 400.00 0.60 X 0.60

Kanakdas Colony 2 340 2 680.00 0.60 X 0.60

Side walls = 0.125 m

Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i) 0.25

2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0 0

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 0 0

RHS from Km 171.35 to 171.55

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80

Qty as per item no 4 78.28

5 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III)

For Drain (Total Leangth L= 89.50

Main Bars 10MM Dia @ 200mm C/C Vertical Bar ( U Shape ) 2 449 5.00 0.617 2770.33 kg 449

Distrubution Bar 8MM Dia @ 200 mm C/C 2 26 90 0.395 1838.33 34

Main Bars 10MM Dia @ 150mm C/C 0 1.80 210 0.62 0.00 210

Distrubution Bar 8MM Dia @ 200 mm C/C 0 31 10 0.39 0.00 kg 10 9

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

RATE ANALYSIS 2023-24 FOR DRAIN

Sl.No Material Unit SR Rate Issue Rate Difference

Description of Items. Unit S.R.Rate Basic Rate Diff in cost Total Area wtg.0%

Page No. It. No. Volume Constant Diff. rate Diff. amount Total Rate

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i) m3 8 1.14 I 102.00 0.00 102.00 0.00 102.00

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge. m3 64 A130A V 1593.00 0.00 1593.00 0.00 1593.00

3 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 & formworkshall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates m3 15 2.1.2 I 5664.00 0.00 5664.00 0.00 5664.00

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) m3 16 2.3.1 I 6323.00 0.00 6323.00 0.00 6323.00

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80 m3 A7 SN II 316.15 0.00 316.15 0.00 316.15

5 Supplying, fitting and placing TMT FE 550 / 550D Steel reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Tonne 18 2.11 h I 79011.00 0.00 79011.00 0.00 79011.00

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

ESTIMATE FOR RCC DRAINS 0.6 x 0.9

Length Sides Length Size

Size 0.45 X 0.60 m (m) (No) (m)

Maruti Galli Angol 253 2 506.00 0.45 X 0.60

Shivashakti Nagar 347 2 694.00 0.45 X 0.60

Waddar Galli Angol 370 2 740.00 0.45 X 0.60

Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60

Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60

Kanakdas Colony 1 170 1 170.00 0.45 X 0.60

Size 0.60 X 0.60 m

Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60

Indiranagar Angol 200 2 400.00 0.60 X 0.60

Kanakdas Colony 2 340 2 680.00 0.60 X 0.60

Side walls = 0.125 m

Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i)

2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0 0

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 0 0

LHS from Km 170.71 to 171.33

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80

Qty as per item no 4 39.18

5 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III)

For Drain (Total Leangth L= 65.00

Main Bars 10MM Dia @ 150mm C/C Vertical Bar ( U Shape ) 2 434 2.60 0.62 1399.22 kg 434

Distrubution Bar 8MM Dia @ 150 mm C/C 2 18 65 0.39 912.60 18

Distrubution Bar 8MM Dia @ 150 mm C/C 2 38.00 7 0.39 207.48 kg 7 9

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

ESTIMATE FOR RCC DRAINS 0.9 x 0.9

Length Sides Length Size

Size 0.45 X 0.60 m (m) (No) (m)

Maruti Galli Angol 253 2 506.00 0.45 X 0.60

Shivashakti Nagar 347 2 694.00 0.45 X 0.60

Waddar Galli Angol 370 2 740.00 0.45 X 0.60

Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60

Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60

Kanakdas Colony 1 170 1 170.00 0.45 X 0.60

Size 0.60 X 0.60 m

Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60

Indiranagar Angol 200 2 400.00 0.60 X 0.60

Kanakdas Colony 2 340 2 680.00 0.60 X 0.60

Side walls = 0.125 m

Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i)

2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0 0

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 0 0

LHS from Km 170.71 to 171.33

4a Centering for Foundation Sub Structure ( Sl.no 22/2/pno A-7 / volume 2) M20 as per item no 4= 5968*0.05-312.80

Qty as per item no 4 53.78

5 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III)

For Drain (Total Leangth L= 20.00

Main Bars 10MM Dia @ 200mm C/C Vertical Bar ( U Shape ) 2 101 2.80 0.62 350.67 kg 101

Distrubution Bar 8MM Dia @ 200 mm C/C 2 15 20 0.39 234.00 20

Distrubution Bar 8MM Dia @ 200 mm C/C 2 186.60 9 0.39 1309.93 kg 9 9

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division, Belagavi

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

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

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

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

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

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

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

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

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

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

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

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

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

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

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

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

6 Progress * : 2019

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2020

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

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

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

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

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

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

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

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

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

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

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

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

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

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

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

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

Attach letters of Acceptance received.

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

Information of the works for which Tenderer has submitted Tender.

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

List of Machineries Required

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

No. Capacity Number/Capacity Age/ Condition

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

BANKER’S CERTIFICATE

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

Name of the Bank, Senior Bank Manger

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

Information on litigation in which the Tenderer is involved:

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