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General Report \D<L~()~~ t2a>o:J~ "3'c.Ri>~~ qol/-\ .-HQ)~~\t-~

The report for the ~ or ~ in ,Channapatna Town limits.

Accordingly the plan and estimate is prepared on the Basis or Council Body

Meeting proceedings Dated On 10.08.2015

The estimate is prepared on the basis of CSR of PWD SR 2015-16 Bangalore

Circle, Bangalore.

The following provisions are made in the estimate.I. Scarifying top bituminous surl~lce

2. Providing, laying, spreading and compacting graded stones aggregates to wel

mix macadam

3. Providing and applying primer coat with S.S bitumen

4. Providing and laying bituminous macadam on prepared surface

5. Providing and applying tack coat using 801100 grade bitumen

6. Providing and laying semi dense bituminous concrete

7. Road Marking with H~t Applied Thermoplastic Compound

8. Construction of Sub grade & earthen shoulders

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CMC, Channapatna2015-16 ~e ml~~ 14~e as~~~ ~et:;J~ ml~~6 ~~ ~c:±lm~

ESTIMATE

, No Description of Work Unit No. L B D Qnty Rate Amount (Rs)

KSRRB -300-44 : Scarifying top bituminous surface or surface dressing or premixcarpet including picking up scarified materials, stacking of old servlceabalematerials by manual means including cost of all labour charges complete as perspecifications. MORTH/Chapter 3(PWD SR2015-16 P.No: 146, I.No: 19.50)

Sqm 1 450.00 5.50 2475.00

Sqm 1 100.00 4.00 400.00

Total 2875.00 24.00 69000.0

KSRRB M400-17. Providing, laying, spreading and compacting graded stonesaggregates to wet mix macadam specification including pre mixing the materialwith water at OMC in mechanical mix plant carriage of mixed materials by tipper

2 to site, laying in uniform layers with pavar in sub-base/base course on wellprepared surface and compacting with vibratory roller to achieve the desireddensity complete as per specifications. MORTH Specification No. 406. (PWDSR2015-16 P.No: 157, I.No: 20.18)

Cum 1 450.00 5.50 0.15 371.25

Cum 1 100.00 4.00 0.15 60.00

Total 431.25 1587.00 684393.8

KSRRB M500-6. Providing and applying primer coat with 5.5 bitumen emulsionon prepared surface of granular base such as WMM including cleaning of road

3 surface and spraying primer at the rate of 0.60 kg / sqm using mechanical meansComplete as per specifications MORTH Specification No. 502 (PWD SR2015-16 P.No: 160, I.No: 21.6)

Sqm 1 450.00 5.50 2475.00

Sqm 1 100.00 4.00 400.00

Total 2875.00 30.00 86250.0

KSRRB M500-11: Providing and laying bituminous macadam on preparedsurface with crushed coarse aggregates as per design mix formula for base /binding course including loading of aggregates with F.E.loader, hot mixing ofstone aggregates and bitumen in hot mix plant, transporting the mixed material intipper tp paver and laying mixed materials with paver finisher to the required leveland grade, rolling by power roller to achieve the desired density, but excludingcost of primer/tack coat including lead, lift and cost of all materials, labour, HOMof machineries complete as per specifications. using 100/120 TPH capacityH.M.P with sensor paver Gr-II (50 mm to 75mm) with 3.3 % VG-30 Bitumen.MORTH/Chapter5 (PWD SR2015-16 P.No: 161,I.No: 21.11.2)

CumCum

450.00100.00

5.50 0.054.00 0.05

Total .

123.7520.00143.75 6356.00

KSRRB 500-7. Providing and applying tack coat using 80/100 grade bitumen(VG10) on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating

5 bitumen in booiler fitted with spray set (exucluding cleaning of road surface)including cost of all materials, labour, HOM of machineries Complete as perspecifications. MORTH Chapter 5 (PWD SR2015-16 P.No: 160, I.No: 21.7)

SqmSqm

450.00100.00

5.504.00

Total

2475.00400.00

2875.00

KSRRB M-500-18: Providing and laying semi dense bituminous concrete withusing crushed aggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site, laying with a paver finisher to therequired grade, level and alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as per MORTH Specificationclause No.500.8 complete in all respects as per specifications. using 100/120TPH capacity H.M.P with sensor paver Gr-II (25 mm to 30 mm) with 5% VG-30Bitumen (PWD SR2015-16 P.No: 162, I.No: 21.20.2)

CumCum

450.00100.00

5.50 0.0254.00 0.025

Total

61.8810.0071.88

KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compoundwith Reflectrising Glass Beads on Bituminous Surface:- Providing and laying ofhot applied thermoplastic compound 2.5 mm thick including reflectorising glass

7 beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surfaceapplied glass beads as per IRC:35. The finished surface to be level, uniform andfree from streaks and holes complete as per specifications. MORTHSpecification No.803 (PWD SR2015-16 P.No: 181, I.No: 24.15)

CumCum

450.00100.00

0.150.15

Total

67.5015.0082.50

KSRRB M300-55 : Construction of Sub grade & earthen shoulders materialgravel / murrum with all lifts and leads transporting to site, spreading, grading torequired slope and compacted to meet requirement, of table No. 300-2 completeas per specifications (including cost of earth, watering charges and compacationby vibratory roller) MORTH Specification No. 305 (PWD SR2015-16 P.No: 147,I.No: 19.62)

0.75 0.100Total

67.50

67.50

9 Total Rs. 2414745.0010 Miscalleneous , 3rd Party Inspection Charges & Rounding off 255.0011 Grand Total Rs. 2415000.00

REPORT:The above Work is Essential and Proposed to be taken up in 2015-16 14th Finance (General Basic

Grant) Scheme and the work is approved in Council Meetillg,Dated: 10.08.2015. Estimate is made asperthe PWDSR 2015-16 for Rs.24,15,OOO.00.

\,~~ ~JU~iOr/Asst , Engineer

CMC, Channapatna

I have verified the Estimate and found Technically Correct. Technical sanction and administrative approvalis accorded

A r f'-..- -AssfExecutive gineer

CMC, Channapatna

~6JJ ~tJ~MUnicipal Commissioner

CMC, Channapatna

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