Constructing a new Cross Drainage at KM 14.90 on M.K Hubli Bailwad MDR Road in Bailhongal taluk under 3054 MDR Bridge Maintenance for 2025-26.

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1 PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : UÉÆÃPÁPÀ vÁ®ÆQ£À UÉÆÃPÁPÀ gÉïÉéøÉÖñÀ£À¢AzÀ £ÀAzÀUÁAªÀ ²ªÁ¥ÀÆgÀ gÀ¸ÉÛ Q«Äà 0.00 jAzÀ 4.00 ºÁUÀÆ 5.20 jAzÀ 6.60 Q.«Äà ªÀgÉUÉ CUÀ°ÃPÀj¹ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ.

2 ¯ÉPÀÌ ²Ã¶ðPÉ : 5054-04-337-0-01-154 f¯Áè ªÀÄvÀÄÛ EvÀgÉ gÀ¸ÉÛUÀ¼À ¸ÀÄzsÁgÀuÉ

3 C£ÀĪÉÆâvÀ QæAiÀiÁAiÉÆÃd£ÉAiÀÄ ¥ÀvÀæ ¸ÀA ¢ ¥ÀÄl ¸ÀA. PÀæªÀÄ ¸ÀA : ¸ÀPÁðgÀzÀ ¥ÀvÀæ ¸ÀA. ¯ÉÆÃE/191/LJ¥sïJ/2020 (E-PÀbÉÃj) ¢£ÁAPÀ: 01.01.2021

4 CAzÁdÄ ªÉÆvÀÛ : gÀÆ. 350.00 ®PÀëUÀ¼ÀÄ

5 ¥Àæ¸ÀPÀÛ ¸Á°£À C£ÀÄzÁ£À : gÀÆ. 350.00 ®PÀëUÀ¼ÀÄ

6 C£ÀĪÉÆâvÀ ZÉÊ£ÉÃeï : ZÉÊ 0.00 jAzÀ 4.00 ªÀgÉUÉ ºÁUÀÆ 5.20 jAzÀ 6.60 ªÀgÉUÉ

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9 gÀ¸ÉÛAiÀÄ ªÀVÃðPÀgÀt : f¯Áè ªÀÄÄRå gÀ¸ÉÛ

10 Formation width whether it is as per IRC standard: Yes/ No (MDR-9.00 m, SH -12.00m) : Yes

11 CDs width whether it is as per IRC standard Yes/ No (MDR-9.00 m, SH -12.00m) : Yes

12 r¸ÉÊ£ï C¼ÀªÀr¹zÀ «zsÀ :

13 ¹.©.Dgï. mɸÀÖ j¥ÉÆÃlð : ®UÀwÛ¸À¯ÁVzÉ.

14 ªÁºÀ£À ¸ÁAzÀævÉAiÀÄ «ªÀgÀ : ®UÀwÛ¹zÉ.

15 r¸ÉÊ£ï ¥ÀæPÁgÀ gÀ¸ÉÛAiÀÄ ««zsÀ ¨sÁUÀUÀ¼À «ªÀgÀ : Subbase: 150 mm

Binding coarse: 50 mm (BM)

Wearing coarse: 25 mm (SDBC)

16 CAzÁf£À°è ¥ÀjUÀt¹zÀ gÀ¸ÉÛAiÀÄ «ªÀgÀ Subgrade :- 200mm

: Subbase: 150 mm for chainage km 2.70 to 3.50 , 100mm for chainage km 2.04 to 2.70 & km 3.50 to 4.20 (existing 50mm) & for chainage 5.14 to 6.69 150mm (existing).

Binding coarse: 50 mm (BM)

Wearing coarse: 25 mm (SDBC)

17 ¨ÁgÀ ZÁlð (»A¢£À 3 ªÀµÀðUÀ¼À°è ¥ÀjUÀt¹zÀ ZÉÊ£ÉÃd «ªÀgÀ ¯ÉPÀÌ ²Ã¶ðPɪÁgÀÄ : ®UÀwÛ¸À¯ÁVzÉ.

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19 vÁ®ÆPÁ £ÀPÉë : ®UÀwÛ¸À¯ÁVzÉ.

20 CAzÁf£À°è ¥ÀjUÀt¹zÀ CA±ÀUÀ¼ÀÄ

1) Scarifying existing surface and compacting of 3.62 Km of length 2) Construction of Subgrade for Side shoulders for a length of 3.62 Kms of length 3)GSB 150mm thick for 0.80km, 100mm thick for 1.30km & WMM 250mm thick for 3.62 Kms of length 4) Prime coat ,Tack coat, BM 50mm thick and SDBC 25mm thick for 3.62 Kms 5)Direction boards . 6)Traffic sign boards 7) Thermoplastic paint,cat eyes and KM Stones 8) Construction of 4 Cd's of 2row 900 dia NP3 pipes .

21 EvÀgÉ CA±ÀUÀ¼ÀÄ

C£ÀĪÉÆâvÀ PÁAiÀÄðPÀæªÀÄ ¥ÀnÖAiÀÄ°è ZÉÊ Q«Äà 0.00 jAzÀ 4.00 ºÁUÀÆ 5.20 jAzÀ 6.60 Q.«Äà ªÀgÉUÉ CUÀ°ÃPÀj¹ ¸ÀÄzsÁgÀuÉ PÁªÀÄUÁjAiÀÄÄ gÀÆ. 350.00 ®PÀë CAzÁdÄ ªÉÆvÀÛPÉÌ C£ÀĪÉÆÃzÀ£ÉUÉÆArzÀÄÝ, ®¨sÀå C£ÀÄzÁ£ÀPÀÌ£ÀÄUÀÄtªÁV ZÉÊ 2.04 jAzÀ 4.20 ªÀgÉUÉ ºÁUÀÆ ZÉÊ. 5.14 jAzÀ 6.60gÀªÀgÉUÉ gÀ¸ÉÛ CUÀ°ÃPÀj¹ ¸ÀÄzsÁgÀuÉ ¥ÀjUÀt¹zÀÄÝ CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß ¨É¼ÀUÁ« ªÀÈvÀÛz 2018-19 (2020-21 PÉÌ ªÀÄÄAzÀĪÀgÉzÀ) gÀ zÀgÀ ¥ÀnÖAiÀÄ£ÀÄß ¥ÀjUÀt¹ ªÀÄÆ® ¨É¯ÉUÉ 5% KjAiÀiÁ ªÉmÉeï£ÀÄß C¼ÀªÀr¹ gÀÆ. 350.00 ®PÀëUÀ½UÉ vÀAiÀiÁj¸À¯ÁVzÉ.

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G¥À «¨sÁUÀ UÉÆÃPÁPÀ «¨sÁUÀ aPÉÆÌÃr

General Description

The Road Gokak Railwaystation Nandgaon Shivapur Road is a MDR which starts from Km 0.00 ends at 6.60 in Gokak taluk and entire stretch runs in Gokak constituency. The carriageway width of the road is 3.75mtr from Km 0.00 to 4.20 and 5.14 to 6.60 ,carriageway width of the road is 5.50mtr from Km 4.20 to 5.14 BT surface which is improved during 2019-20 under 3054-SH Maintenance . The net length of this road is 6.60 Kms.

Due to heavy rains and floods during 2019-20 and 2020-21 the proposed Ch from 0.00 to 4.00 & 5.20 to 6.60 reach is sunken and road is damaged and lot of depressions are formed resulting in wornout BT surface which runs with heavily irrigated area. This is the major reach for the transportaion of agricultural products ,sugar cane for various market palces of neighbouring taluks and sugar factories located in Gokak Taluka and other factories are in adjacent talukas viz., Hukkeri

There are 4 old culverts of NP-2 pipes and pipes of these culverts are damaged .So Construcion of new Culverts with 2 rows of 900mm dia NP-3 pipes are considered at this location.

Due to heavy traffic the selected reach from km 0.00 to 2.04, km 2.04 to 2.70, Km 2.70 to 3.50 (sunkened), km 3.50 to 4.20 & 5.14 to 6.60 is wornout in major portion of the carriage way. Hence it is very much in need of improving this reach. Now widening and improvement of this road from Ch km 2.04 to 2.70, Km 2.70 to 3.50 (sunkened), km 3.50 to 4.20 & 5.14 to 6.60 is proposed for Rs. 350.00 Lakhs which is approved under 5054 MDR Improvement App E during 2020-21.In this estimate existing 3.75m carriage way is considered for widening to 5.5mtr intermediate lane . As per the avilability of the grant this estimate is prepared with the following provisions.

1 Clearing and grubbing road land including uprooting

2 Scarifying existing road from km 2.04 to 4.20 & km 5.14 to 6.60

3 Excavation for roadwork in all types of soil by

4 Compaction of road from km 2.04 to 4.20 & km 5.14 to 6.60

5 Construction of embankment with approved material

6 Providing shoulder murrum for side shoulders from KM 92.04 to 97.90 .

7 Providing granular sub-base of 150mm for chainage 2.70 to 3.50km, 100mm for chainage 2.04 to 2.70 & 3.50 to 4.20.

8 Providing 250mm WMM thick from km 2.04 to 4.20 & km 5.14 to 6.60

9 Providing Primer coat and tack coat from km 2.04 to 4.20 & km 5.14 to 6.60

10 Providing 50mm BM from km 2.04 to 4.20 & km 5.14 to 6.60

11 Providing 25mm SDBC from km 2.04 to 4.20 & km 5.14 to 6.60

12 Providing 900mm Dia NP3 pipes for utility crossing at selected reaches

13 Direction boards,Thermostatic road paint and Raised pavement markers,Guard stones.

14 Construction of 4 CDs of 2 rows 900mm dia NP-3 Pipes.

This Estimate is prepared by adopting the rates of 2018-19 SR (Continued for 2020-21) of BELAGAVI CIRCLE and also considered 5% of area weightage for basic rates since this road comes under Ghataprabha major irrigation commond area. The Estimate cost is Rs. 350.00 lakhs.

Assistant Executive Engineer, P.W.Department Sub-Division Gokak. Executive Engineer P.W,Dept.Chikkodi Dn.Chikkodi.

MEASUREMENT SHEET FOR ROAD CONSTRUCTION

Sl No Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount

1 KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications.II. By Mechanical Means: A. In area of light jungle. MORTH Specification No. 201B. In area of thorny jungle (P No-139/ 18.16) 0.00

Deduct 40% for voids 6720.00

Ha Total Quantity 1.01 #REF! #REF!

1 KSRRB M300-52.2. Scarifying the Existing Bituminous surface to a depth of 50mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material and complete as per specifications. MORTH Specification No. 305.4.3 ( Page No. 146, I.No. 19.59). 0.00

Considered 70% 0.00

Sqm Total Quantity 11025.00 #REF! #REF!

2 KSRRB M300-14. Excavation for roadwork in all types of soil by mechanical means including cutting and loading to tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transportation with a lead of 1.00 km and complete as per specifications. MORTH Specification No.301 Page No. 143, I.No. 19.14.

Cum Total Quantity 1836.00 #REF! #REF!

3 KSRRB 300-58. Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour, HOM complete as per specifications. MORTH I Chapter 3 (P.No.147/ I N.19.64) 0.00

Box cutting portion 0.00

For carriageway portion

Sqm Total Quantity 27990.00 #REF! #REF!

4 KSRRB M300-53. Construction of embankment with approved material Gravei/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2 complete as per specifications, including cost of gravel/ murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density. MORTH Specification No. 305(P.No.147/19.60) Avg 2.0

Deduct 40% available material -734.40

Cum Total Quantity 6015.60 #REF! #REF!

5 KSRRB M300-54.Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 complete asper specifications. Which includes, watering charges & compaction by vibratory roller) MORTH Specification No. 305(P.No.147/19.61)

Deduct 40% available material 734.40

Cum Total Quantity 734.40 #REF! #REF!

6 Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing by mix in place method by rotavator at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. Clause 401 of MORTH V Revision. ( I No 20.5 / 153) 0.00

Cum Total Quantity 2381.50 #REF! #REF!

7 KSRRB M400-17. Providing, laying, spreading and compacting cushed stone aggregates of granite I trap I basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 (P-155 I No -20.18) 0.00

Cum Total Quantity 5197.50 #REF! #REF!

8 KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WM M including cleaning of road surface and spraying primer at the rate of 0.60 kg I sqm using mechanical means complete as per specifications. Clause 502 of MORTH V revision (P- 158 I No-21.6) 0.00

Sqm Total Quantity 23100.00 #REF! #REF!

9 KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base I binding course including loading of aggregates with F. E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by smooth wheeled, vibratory & tandem rollers to achieve the desired density, but excluding cost of primer I tack coat & including lead, lift and cost of all materials, labour, HOM complete as per specifications. Clause 504 of MORTH V revision -do- using 40160 TPH capacity H.M.P. with Mechanical paver Gr-11 (50 mm to 75 mm) with 3.4% VG-30 Bitumen (P-159 I No- 21.11.6) 0.00

Cum Total Quantity 1155.00 #REF! #REF!

10 KSR RB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface (primed surface) cleaned with mechanical broom. complete as per specifications. Clause 503 of MORTH V revision (P.No.159/ I N.21.10) 0.00

Sqm Total Quantity 23100.00 #REF! #REF!

11 KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a 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. 508 complete in all respects complete as per specifications.do- using 40/60 TPH capacity H.M.P. with Mechanical Paver Gr-11 (25 mm to 30 mm) with 5 % VG-30 Bitumen (P.No.160 I N.21.20.6) 0.00

Cum Total Quantity 577.50 #REF! #REF!

12 KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravei/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications, including cost of earth, watering charges & compaction by vibratory roller to 97% of modified proctors density) MORTH Specification No. 305 (P.147 No. I N.19.62)) 0.00

For formation raising

For Side shoulders 0.00

Cum Total Quantity 3230.00 #REF! #REF!

12 KSRRB 300-2.1 Earthwork excavation by mechanical means in all types soils involving an average horizontal throw upto 2 meters and an average lift upto 1.5 meters to 2 meters excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. (P No-142 / 19.2.1) 0.00

For kachha drains (0.9+0.45)/2

Cum Total Quantity 510.30 #REF! #REF!

13 KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/ Concrete Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 standards specified. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 Page No. 185, I.No.24.15 0.00

Edge painting 2 4200.00 0.15 1260 0.00

Center 1 467.00 0.10

At curves ,junctions

Sqm Total Quantity 1260.00 #REF! #REF!

14 KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) 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 Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 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 Page No. 189, I.No. 24.41 0.00

Edges at evry 20 mtrs 2.00 210 420.00 0.00

Center 1.00 467.00

At curves ,junctions 0 60.00

Nos Total Quantity 480.00 #REF! #REF!

15 Direction and Place Identification Signs with size morethan 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm , 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 em, 60 em below ground level as per approved drawing. Page No. 183, I.No.24.4 0.00

Work details board 4.00 1.2 0.90 4.32 0.00

Sqm Total Quantity 4.32 #REF! #REF!

16 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing, including cost of materials, labour, HOM complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 I 2300 -DO-450mm dia Page No. 253, I.No. 34.6.2 0.00 0.00

For road crossing of irrigation pipes 0.00 0.00

Mtr Total Quantity 60.00 #REF! #REF!

17 Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing. 600 M M Equilateral triangle -TYPE XI Page No. 182, I.No. 24.2.2 0.00

Nos Total Quantity 12.00 #REF! #REF!

18 Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing.600 X 450 mm - TYPE XI Page No. 180, I.No. 24.2.5 0.00

Nos Total Quantity 12.00 #REF! #REF!

19 KSRRB MS00-14.1. Reinforced cement concrete M-15 Grade 5th kilometre stone of standard design as per IRC:S-1980, fixing in position including painting and printing etc complete as per specifications. Including additional M-15 concrete pedestal of 0.2mt height above G. L. MORTH Specification No. 804 (P-182 I.N 24.16) 0.00

5th KM stone 1 6 6.00 0.00

Nos Total Quantity 6.00 #REF! #REF!

20 KSRRB MS00-14.2. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:S-1980, fixing in position including painting and printing etc complete as per specifications. Including additional M-15 concrete pedestal of 0.2mt height above G.L. MORTH Specification No. 804 Page No. 185, I.No. 24.17 0.00

KM stones 1 6 6.00 0.00

Nos Total Quantity 6.00 #REF! #REF!

21 KSRRB M800-14.3. Reinforced cement concrete M-15 Grade 200m stone of standard design as per IRC:26-1980, fixing in position including painting and printing etc complete as per specifications. Including additional M-15 concrete pedestal of 0.2mt height above G.L. MORTH Specification No. 804 (P-182 I.N 24.18) 0.00

Hectometer stones 1 24 24.00 0.00

Nos Total Quantity 24.00 #REF! #REF!

Assistant Executive Engineer, P.W.Department Sub-Division Gokak. Executive Engineer, P.W.Dept. Divn. Chikkodi

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Construction of C.D. at Ch 17.50 with 2 rows of 1000 dia NP 3 Pipes

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

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

2 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

3 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 0.00

Duduction for pipes -2 2 I I (1.15)2/ 4 (1.00+0.65)/2 -3.43

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

Head wall quantity 20.07 15.00 Kg 301.07

5 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 granularmaterial in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia 0.00

No of CDs No of rows No of Pipes in each row Length of pipe

m 12.50 #REF! #REF!

Assistant Executive Engineer Executive Engineer

PWD Sub Div Bailhongal PWD Div Belagavi

PUBLIC WORKS DEPARTMENT

EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT, BELAGAVI DIVISION, BELAGAVI

OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT, SUB-DIVISION, BAILHONGAL.

: Head of Account : ¥ÁåPÉÃeï-2

3054-04-105-0-01-200 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ

: Name of Work : NAME OF WORK:

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು Constructing a new CD road at KM 14.90 on M.K. Hubballi Bailwad Road in Bail Hongal taluk

ESTIMATED COST : Rs 6.05 Lakhs.

PARAGRAPH 130(A) OF THE KARNATAKA PUBLIC WORKS

DEPARTMENTAL CODE.

E S T I M A T E.

Division. : Executive Engineer, PW Dept. Belagavi Division, Belagavi

Sub-Division . : AEE, PWD Sub-Dn. Bailhongal.

Fund Head. : 3054-03-102-0-01-200 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ

Service Head. :

Departmental Head. :

Estimate framed in the office of the Assistant Executive Engineer, P.W.D. Sub-Division, Bailhongal and probable expenses that will be incurred for the work of Annual Maintenance to ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು in Bailhongal Taluk ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 0.00 ರಿಂದ 9.70 ರ ವರೆಗೆ , ಕಿ.ಮೀ. 13.60 ರಿಂದ 16.17 ರ ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು"

Estimated Cost. : Rs. 6.05 lakhs.

Administratively sanctioned under : No.____________Date ___________

Technically sanctioned under : No.____________Date ___________

Estimate Prepared by : Shri. Poornanand Bagali, AE

Estimate Checked by : Shri.Anil M, AEE

(Call or Authority) :

" Separate Sheet Enclosed "

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು

P.W.D. CODE PARA-133

C E R T I F I C A T E

This to certify that, Anil M, 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.

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

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. The said work has not been included / proposed / over lapped in any other proposed or approved programme.

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವ ಕಾಮಗಾರಿಯು ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ : 3054-04-105-0-01-200 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅನುದಾನದಡಿ ರೂ. 6.05 ಲಕ್ಷಗಳಿಗೆ ಕಾರ್ಯಕ್ರಮ ಪಟ್ಟಿಯಲ್ಲಿ ಅನುಮೋದನೆಗೊಂಡಿರುತ್ತದೆ. ಸದರಿ ರಸ್ತೆಯ ಭಾಗಗಳಿಗೆ ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದೆ.

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m

2 Providing and Filling in foundation with granite / trap broken metal 100mm.

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

4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height.

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. h. All other type of structures

6 Laying Reinforced Cement Concrete Pipe nP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .

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 (v)For Grading -V Material

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.

9 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 0.90 kg per m2 using mechanical means. (P. No. 29, I. No. 5.1)

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

11 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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

12 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.

ಸದರಿ ಅಂದಾಜು ಪಟ್ಟಿಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ (2025-26 ಕ್ಕೆ ಮುಂದುವರೆದ) ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಏಕರೂಪ ದರಪಟ್ಟಿಯಂತೆ ದರಗಳನ್ನು ಅಳವಡಿಸಿ ರೂ. 6.05 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಿ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು

RECAPITULATION SHEET

Sl. .No Description Amount in Rs.

1 CD With Approach 510827.35 510676.49

9 For Misc and Rounding off etc 2223.72 2401.74 605000.00

GRAND TOTAL 605000.00 605000.00

Assistant Executive Engineer, Executive Engineer,

PWD. Sub Divn Bailhongal PWD. Division Belgaum.

PWD/2025-26/MAINT/3054/MDRBridge/MKHB

Constructing a new Cross Drainage at KM 14.90 on M.K Hubli Bailwad MDR Road in Bailhongal taluk

SE BGM OFFICE LETTER NO 4085 DATED 10-11-2025

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು

Sl. No Item Description Unit Qty Rate Amount

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m M3 17.57 102.00 1791.94

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 4.88 2682.00 13086.82

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. 2.1.3 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates M3 4.88 5918.00 28876.88

4 2.4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 26.74 6718.68 179623.91

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. h. All other type of structures T 0.40 69749.00 27971.09

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 Clause 1101.6 b. 1000mm dia M 10.00 7958.00 79580.00

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 (v)For Grading -V Material m3 15.00 2359.00 35385.00

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. m3 26.25 2559.00 67173.75

9 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 0.90 kg per m2 using mechanical means. (P. No. 29, I. No. 5.1) m2 105.00 41.00 4305.00

10 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom m2 105.00 12.00 1260.00

11 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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 M3 5.25 7890.00 41422.50

12 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. M3 2.63 10152.00 26649.00

13 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. M3 7.81 474.00 3701.47

Total Amount 510827.35

Assistant Executive Engineer, Executive Engineer,

PWD. Sub Divn Bailhongal PWD. Division Belgaum.

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು

Construction of C.D at with 1 row of 1000 dia NP 4 Pipes

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

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

Total Qty 17.57 m3

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.

Total Qty 4.88 m3

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. 2.1.3 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates

Total Qty 4.88 m3

4 2.4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0.00

Duduction for pipes -1 2 0.79 1.25 -1.98

Total Qty 26.74 m3

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. h. All other type of structures

Head wall quantity 26.74 15.00 Kg 401.03

Total Qty 0.4010 t

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 Clause 1101.6 b. 1000mm dia 0.00

Total Qty 10.00 m

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 (v)For Grading -V Material 0.00

Total Qty 15.00 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. 0.00

Total Qty 26.25 m3

9 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 0.90 kg per m2 using mechanical means. (P. No. 29, I. No. 5.1) 0.00

Total Qty 105.00 m2

10 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom 0.00

Total Qty 105.00 m2

11 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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 0.00

Total Qty 5.25 M3

12 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. 0.00

Total Qty 2.63 M3

13 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. 0.00

Excavated Qty 17.57 #REF! #REF! 3.97 0.12 4.09 71.85 #REF!

Total Qty 7.81 M3

Assistant Executive Engineer Executive Engineer

PWD Sub Div Bailhongal PWD Div Belagavi

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು

RATE ANALYSIS 2023-24

Sl.No Item of Work Unit CSR. P/I. No. Basic Rate Including Form work CC items FormWork Rate Net Rate Including Form work CC items

1 Jungle clearence ha 7/2.6 iii(A) Vol-3 139,983.00 0.00 #REF!

2 Scarifying m2 15/3.5 Vol-3 4.00 0.00 #REF!

3 Excavation for road way In all kinds of soils upto 300 mm depth m3 8/1.12 Vol-1 65.00 0.00 #REF!

4 Preparation n Surface treatment m2 16/3.11 Vol-3 3.00 0.00 #REF!

5 Subgrade Murrum m3 15/3.6 Vol-3 413.00 0.00 #REF!

6 GSB Gr-V coarse graded m3 19/4.2(v) Vol-3 2,234.00 0.00 #REF!

8 Primer coat m2 29/5.1A(i) Vol-3 44.00 0.00 #REF!

10 Tack coat 0.20kg/m2 m2 145/21 - A(3) Vol-3 13.00 0.00 #REF!

12 Excavation for drains m 132/20.8-B Vol-3 18.10 0.00 #REF!

13 Thermo paint m2 57/8.15 Vol-3 478.00 0.00 #REF!

14 Road Studs No 150/21-C-1 Vol-3 365.00 0.00 #REF!

15 Direction and Place identification Boards m2 55/8.8 Vol-3 8,656.00 0.00 #REF!

16 900mm triangle Traffic sign boards each 53/8.5 A(ii) Vol-3 4,599.00 0.00 #REF!

17 600x 450 mm rectangle Traffic sign boards each 54/8.5 A(xii) Vol-3 4,167.00 0.00 #REF!

18 900 mm octagon Traffic sign boards each 54/8.5 A(xv) Vol-3 6,306.00 0.00 #REF!

19 900 mm circular Traffic sign boards each 54/8.5 A(vi) Vol-3 6,119.00 0.00 #REF!

20 PVC pipes 160mm dia., 6 kg/sqcm & class 3 m 134/1.9 (M010I) Vol-5 599.00 0.00 #REF!

21 Km Stone each 57/8.16(ii) Vol-3 2,444.00 0.00 #REF!

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m m3 8/1.14.1 Vol-1 102.00 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 2,682.00 2,682.00

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. 2.1.3 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates m3 15/2.1.3 Vol-1 5,918.00 0.00 5,918.00

4 2.4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 16 / 2.4.2 Vol-1 6,221.00 Basic Rate+8% = 6828.84 497.68 6,718.68

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. h. All other type of structures t 18/2.11h Vol-1 69,749.00 69,749.00

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 Clause 1101.6 b. 1000mm dia m 146/16.15 b Vol-3 7,958.00 0.00 7,958.00

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 (v)For Grading -V Material m3 23 / 4.2 V Vol-3 2,359.00 0.00 2,359.00

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. m3 26 / 4.17 Vol-3 2,559.00 0.00 2,559.00

9 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 0.90 kg per m2 using mechanical means. (P. No. 29, I. No. 5.1) m2 31 / 5.1Ai Vol-3 41.00 0.00 41.00

10 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom m2 31 / 5.3 I Vol-3 12.00 0.00 12.00

11 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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 M3 33 / 5.9 C Vol-3 7,890.00 0.00 7,890.00

12 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. M3 43 / 5.31 Vol-3 10,152.00 0.00 10,152.00

13 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. M3 07 / 1.8 Vol-1 474.00 0.00 474.00

Assistant Executive Engineer, P.W.Department Sub-Division Bailhongal

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು

Construction of C.D at with 1 row of 1000 dia NP 4 Pipes

0.50M ROAD TOP LEVEL PARAPET

1 ROW 1000MM Ø NP4 PIPES

6.00M 6.00M ELEVATION

1 ROW 1000MM Ø NP4 PIPES

Assistant Executive Engineer Executive Engineer

PWD Sub Division,Bailhongal PWD Division Belagavi

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು

Construction of C.D. at Ch 17.50 with 2 rows of 1000 dia NP 3 Pipes

0.50M ROAD TOP LEVEL PARAPET

2 ROWS 1000MM Ø NP3 PIPES

BED LEVEL 0.10 M10

5.00M 2 ROWS 1000MM Ø NP3 PIPES 5.00M ELEVATION

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Bailhongal PWD Division Belagavi

0.50M ROAD TOP LEVEL PARAPET

1 ROW 750MM Ø NP3 PIPES

4.50M 4.50M ELEVATION

1 ROW 750MM Ø NP3 PIPES

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Gokak PWD Division Chikkodi

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು

0.50M ROAD TOP LEVEL PARAPET

1 ROW 1200MM Ø NP3 PIPES

10.00M 10.00M ELEVATION

1 ROW 1200MM Ø NP3 PIPES

Assistant Executive Engineer Executive Engineer

PWD Sub Division, Gokak PWD Division Chikkodi

Hydraulic Calculation

Pipe Culverts for Two rows of 900mm dia

Catchments area = 12.75 Hectares.

Required Water way A = Q / 10.9

Where A = Water way in Sqmtr.

Q = Catchments area in hectares.

Constant. = 10.9

Consider 1200 mm dia R.C.C. Hume pipe for waterway.

Area of one pipe = ((0.9)2 x 3.142)/4 =0.63 Smtr.

Hence No. of pipe required = 1.169/0.63 =1.85Nos.

2 rows of 900 mm

Hence waterway provided is sufficient

Assistant Executive Engineer Executive Engineer

P.W.Department P.W.Department

Sub - Divison Gokak. Divison Chikkodi

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು

Hydraulic Calculation

Pipe Culverts for Two rows of 1000mm dia

Catchments area = 15.9 Hectares. 15.9

Required Water way A = Q / 10.9

Where A = Water way in Sqmtr.

Q = Catchments area in hectares.

Constant. = 10.9 10.9

Consider 1200 mm dia R.C.C. Hume pipe for waterway.

Area of one pipe = ((1.00)2 x 3.142)/4 =0.79 Smtr. 0.79

Hence No. of pipe required = 1.458/0.79 =1.85Nos.

Hence waterway provided is sufficient

Assistant Executive Engineer Executive Engineer

P.W.Department P.W.Department

Sub - Divison Bailhongal Divison Belagavi

ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಎಂ.ಕೆ.ಹುಬ್ಬಳ್ಳಿ ಬೈಲವಾಡ ರಸ್ತೆ ಕಿ.ಮೀ. 14.90 ರಲ್ಲಿ ಹೊಸದಾಗಿ ಸಿ.ಡಿ ನಿಮಾ೯ಣ ಮಾಡುವುದು

Hydraulic Calculation

Pipe Culverts for One row of 1000mm dia

Catchments area = 8.00 Hectares. 8.5

Required Water way A = Q / 10.9

Where A = Water way in Sqmtr. 0.5302752294

Q = Catchments area in hectares.

Consider 1000 mm dia R.C.C. Hume pipe for waterway.

Area of one pipe = ((1.00)2 x 3.142)/4 =0.78 Smtr. 0.79

Hence No. of pipe required = 0.733/0.78 =0.939 Nos.

Hence waterway provided is sufficient

Assistant Executive Engineer Executive Engineer

P.W.Department P.W.Department

Sub - Divison Bailhongal Divison Belagavi

Hydraulic Calculation

Pipe Culverts for One row of 750mm dia

Catchments area = 4.80 Hectares. 4.8

Required Water way A = Q / 10.9

Where A = Water way in Sqmtr. 0.5302752294

Q = Catchments area in hectares.

Consider 1200 mm dia R.C.C. Hume pipe for waterway.

Area of one pipe = ((0.75)2 x 3.142)/4 =0.442Smtr. 0.442

Hence No. of pipe required = 0.44/0.442 =0.99 Nos.

Hence waterway provided is sufficient

Assistant Executive Engineer Executive Engineer

P.W.Department P.W.Department

Sub - Divison Gokak. Divison Chikkodi

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

SAMPLE SNAP SURVEY

Division: PWD Division Chikkodi DATE OF TRAFFIC CENSUS CONDUCTED : 20/02/2019 to 22/02/2019

Details 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) Passamger Car Units (PCU) Total Commercial Vehicle (9 to 16) Vehicle Damage Factor (VDF)

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 21)

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

Name of the Road Mangasuli Laxmeshwar SH 73

Total Commercial Vehicle Per day = 725 Nos

Shri: Nagabharana K.P (A.E.) Assistant Executive Engineer,

Section Officer. P.W.Department,

Sub-Division, Gokak.

PAVEMENT DESIGN

The proposed road is of SH Standard runs in partly red soil has been designed for 10 Years life CBR value of Km 92.00 to 98.61 is 8%

The design traffic in terms of the cumulative number of standard axles to be carried during the design life of the road. Should be compauted using the following equation.

Where = The cumulative Number of Standard axles to be catered for in the design in terms of msa

P = Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day (CVPD) = 725

D = Lane Distribution factor = 0.75

F = Vehicle Damage factor = 3.50

N = Design life in Years -10 Years

r = Annual growth rate of commercial vehicles in decimal = 5.00% =0.05

The traffic in the year of completion is estimated using the following formula

P = No.of Commercial vehicles as per last count i.e. as per Traffic census conducted during 2018 -725 No

x = No.of Years between the last count and year of completion of construction = 1 year

= 9.17 msa Say 10 msa

From design graph, required crust thickness and proposed crust thickness is enclosed in the statement with referance to C.B.R values and 10msa traffic from Km 92.00 to 98.61

C.B.R Value of existing crust soil from Km 92.00 to 98.61 is 8% .Crust thickness is designed by considering CBR of 8% and 10msa traffic.

As per curve the total pavement thickness will be 520 mm

For widening portion

As per design (As per I.R.C. 37-2012 P No 27 & plate 6) Proposed

BC/SDBC 40 mm thick SDBC 25 mm (for 5.5m C/W)

DBM 60 mm BM 50 mm (for 5.5m C/W)

Granular base 250mm WMM 250 mm thick proposed

Granular sub-Base 200 mm Proposed GSB 200 mm

For c/w portion

As per design (As per I.R.C. 37-2012 P No 27 & plate 6) Proposed

BC/SDBC 20 mm thick SDBC 25 mm thick proposed

DBM 50 mm BM 50 mm

Granular base 250mm WMM 250 mm thick proposed

Granular sub-Base 200 mm Proposed 100mm GSB (Existing 100mm )

For c/w portion

As per design (As per I.R.C. 37-2012 P No 27 & plate 6) Proposed

BC/SDBC 20 mm thick SDBC 25 mm thick Proposed

DBM 50 mm BM 50 mm Proposed

Granular base 250mm Existing WMM 250 mm

Granular sub-Base 200 mm Existing 200mm GSB

Assistant Executive Engineer Executive Engineer

P.W.Department P.W.Department

Sub-Divison Gokak. Divison Chikkodi

PAVEMENT DESIGN

Sl No Chainage Length CBR Value Designed Thickness Existing Proposed Total Thickness Remarks

From To Total Thickness Sub - Base Base Binder course Wearing course Sub - Base Base Wearing course Sub - Base Base Binder course Wearing course

A) Widening Portion

1 92.10 93.10 1.00 8% 550 200 250 60 40 0 0 - 200 250 50 25 525 GSB,WMM Considered for Widening portion

2 97.60 97.80 0.20 8% 550 200 250 60 40 0 0 - 200 250 50 25 525 GSB,WMM Considered for Widening portion

B) C/W Portion Improvement

C) C/W Portion Strengthening

Assistant Executive Engineer Executive Engineer

PWD Sub Div Gokak PWD Div Chikkodi

Name of Division Chikkodi

Name of Sub Division Gokak

Existing Bar chart

Ghataprabha Rly station Dhupdhal Konnur Melmatti

Imp Under 3054 SH Maint 18-19

Overlap 5.5M Mines & Geo Bridge gap 18-19 Muncipality 2017-18 App E Widened 5.50 m

Godachinmalki Hukkeri Reach

5.50 m Proposed for Widening and Improvement under App E 19-20 Hukkeri Reach

Kundargi Dasanahatti Akkathangerhal

5.5m Improving under 3054 SH maint 2016-17 Improved under Appendix-E during 2014-15 SHDP Phase 1 during 2012-13 3.75m

3.75m Improved under CRF during 2014-15 App E 17-18 5.50m

Chainage Details

Sl No From To Length Remark Colour Index Total in Kms

1 82.55 83.13 0.58 Imp and widened under App E during 2017-18 0.58

3 83.9 84.05 0.15 Imp and widened under App E during 2017-18 0.15

4 85 86.6 1.60 Resurfaced under Nagarotthana by Muncipality during 2015-16 1.60

5 87.83 91 3.17 Imp and widened under App E during 2017-18 3.17 Assistant Executive Engineer, P.W.Department Sub-Divison Gokak. Executive Engineer, P.W. Department,Division, Chikkodi

6 91 92.1 1.10 Imp and widened under 3054 SH Maint 18-19 1.10

7 92.1 97.8 5.70 Proposed for Widening and Improvement under App E 19-20 5.70

8 121.72 122.67 0.95 Imp and widened under App E during 2017-18 0.95

Name of Division Chikkodi

Name of Sub Division Gokak

Proposed Bar chart

Godachinmalki Hukkeri Reach

Widening Imp with GSB+WMM and full C/W BM & SDBC Imp with full width GSB and C/W WMM ,BM and SDBC Imp with embankment gradient correction full width GSB and C/W WMM ,BM and SDBC Imp with full width GSB and C/W WMM ,BM and SDBC Proposed for BM and SDBC Widening Imp with GSB+WMM and full C/W BM & SDBC

5.5m Hukkeri Reach

Chainage Details

Sl No From To Length Remark Colour Index Total in Kms

1 92.10 93.10 1.00 Widening Imp with GSB+WMM and full C/W BM & SDBC 1.00

2 97.60 97.90 0.30 Widening Imp with GSB+WMM and full C/W BM & SDBC 0.30

3 93.10 93.60 0.50 Imp with full width GSB and C/W WMM ,BM and SDBC 0.50

4 93.90 97.30 3.40 Imp with full width GSB and C/W WMM ,BM and SDBC 3.40 Assistant Executive Engineer, P.W. Department, Sub - Division, Gokak. Executive Engineer, P.W. Department, Division, Chikkodi

5 93.60 93.90 0.30 Imp with embankment gradient correction full width GSB and C/W WMM ,BM and SDBC 0.30

6 97.30 97.60 0.30 Proposed for BM and SDBC 0.30

TEST REPORT ON SOIL C.B.R.

Ref: The Asst. Ex. Engr. P.W.D. Sub-Division : Gokak Ltr. No. 349 Dated : 08-07-2014

Sample No Details of Sample collected C.B.R. Value as per IS/2720-1987 (part-16) Remarks

1 Sample collected @ Km No. 17.00 5.09 Unsoakad CBR value

2 Sample collected @ Km No. 17.50 4.96 Unsoakad CBR value

3 Sample collected @ Km No. 18.00 4.80 Unsoakad CBR value

3 Sample collected @ Km No. 18.50 5.12 Unsoakad CBR value

3 Sample collected @ Km No. 19.00 5.35 Unsoakad CBR value

Section officer Assistant Executive Engineer

PWD Sub Div Gokak PWD Sub Div Gokak

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