Providing Bitumen road to tank bund of Daroji tank and Ayacut road from survey no 585 to Madapura masjid and from Survey no 429 to Kampli road of Daroji village in Sandur Taluk.

NAME OF THE WORK : Providing Bitumen road to tank bund of Daroji tank and Ayacut road from survey no 585 to Madapura masjid and from Survey no 429 to Kampli road of Daroji village in Sandur Taluk.

It.No Item of work Unit Qty Rate Amount

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer a. In area of light jungle complete as directed by Engineer- in -Charge Sqm 1003.52 412.65 414102.53

2 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. complete as directed by Engineer- in -Charge Cum 5982.00 110.25 659515.50

3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement complete as directed by Engineer- in -Charge Cum 10464.00 517.65 5416689.60 8371.20 Sub grade (Murrum/Gravel)

4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. B Mechanical means Grading-I (63 mm to 45 mm) (a) Using Screening Crushable type such as Moorum or Gravel complete as directed by Engineer- in -Charge Cum 1404.00 2272.20 3190168.80 2203.2 WBM

5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. B Mechanical means Grading-II (53 mm to 22.4 mm) (a) Using Screening Crushable type such as Moorum or Gravel complete as directed by Engineer- in -Charge Cum 1350.00 2198.70 2968245.00

6 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 .In all kinds of soils Depth upto 3 m complete as directed by Engineer- in -Charge Cum 103.44 107.10 11078.42

7 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.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates complete as directed by Engineer- in -Charge Cum 4.41 6213.90 27403.30

8 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as directed by Engineer- in -Charge tonnes 0.58 73236.45 42477.14

9 Providing and laying insitu vibrated M-20 (28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as directed by Engineer- in -Charge Cum 14.04 7185.15 100879.51

10 Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. a. 300 mm dia complete as directed by Engineer- in -Charge m 110.00 895.65 98521.50

11 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (ii) For Grading -II Material--By Plant Mix Method complete as directed by Engineer- in -Charge Cum 1640.00 2688.00 4408320.00

12 Wet Mix Macadam (Plant Mix Method) 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. complete as directed by Engineer- in -Charge Cum 2340.00 2686.95 6287463.00 1872 WMM

13 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. complete as directed by Engineer- in -Charge Sqm 15400.00 48.30 743820.00

14 Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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. complete as directed by Engineer- in -Charge Cum 770.00 8392.65 6462340.50 616.00 Bituminous Macadam

15 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 complete as directed by Engineer- in -Charge Sqm 15000.00 13.65 204750.00

16 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. complete as directed by Engineer- in -Charge Cum 375.00 11545.80 4329675.00 300 Semi Dene Bituminous

17 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting complete as directed by Engineer- in -Charge Each 8000.00 769.65 6157200.00

I agree to carry out the above cited work at _______ % in words__________________________________ above/below the estimated Rate indicated in the Schedule-B.

Contracotr No of Correction Executive Engineer

No of over writings KNNL, No-1 T. R. Division