Bellary Bridge

VARIATION STATEMENT

Sl No

1.00 26.40

2.00 26.5.1

3.00 26.5.4

4.00 26.44

5.00 26.45

6.00 26.12

NAME OF WORK:- CONSTRUCTION OF RCC BRIDGE ACROSS HAGARI RIVER @ Km: 224.14 (223.96) ON THE ROAD

FROM S.H-61 TO JOIN DEODURGA - AMARAPUR - BHOGAVATHI - HIREKOTNIKAL - AYANUR - TALUR - BELLARY - RUPANAGUDI - CHELLAGURKI UNDER 5054 - ADDITIONAL CENTRAL ASSISTANCE

Item Code

7.00 26.34

8.00 26.35

9.00 26.12

10.00 26.70

11.00 26.12

11.00 26.12

12.00 26.16

13.00 26.20

14.00 27.40

15.00 2.18

16.00 27.18

17.00 28.7.9

18.00 28.7.10

19.00 28.10

20.00 28.17

21.00 29.8.2

22.00 31.90

23.00 32.50

24.00 29.31

25.00 32.60

26.00 32.70

27.00 32.30

28.00 28.80

29.00 29.29

30.00 28.13

31.00 26.20

32.00 26.30

33.00 20.4.2

34.00 20.18

35.00 21.10

36.00 21.60

37.00 21.11.1

38.00 21.10.2

39.00 21.20.1

40.00 19.60

41.00 30.50

42.00 6.00

43.00 7.00

44.00 8.00

45.00 9.00

46.00 10.00

47.00 11.00

48.00 15.00

49.00 16.00

50.00 17.00

51.00 18.00

52.00 19.00

53.00 20.00

54.00 22.00

TOTAL AMOUNT

Extra Items

Sl No

1.00 26.5.2/206

2.00 26.23/210

3.00 26.7/207

4.00 26.17/209

5.00 26.25/210

1.00 28.7.6/227

2.00 28.7.6/227

3.00 29.19.2/238

It.No./P.No.

1.00 26.5.2/206

2.00 26.23/210

3.00 26.7/207

4.00 26.17/209

5.00 26.25/210

1.00 28.7.6/227

2.00 28.7.6/227

3.00 29.19.2/238

1.00 29.23.2/239

2.00 29.20.2/238

3.00 29.23.2/239

1.00 29.11.2/235

2.00 29.11.2/235

3.00 4.16/15

4.00 28.7.17/228

5.00 28.7.17/228

1.00 26.58/212

2.00

3.00 26.59/212

4.00

5.00 26.121/216

26.59/212

26.59/212

26.59/212

26.59/212

26.59/212

26.59/212

26.59/212

26.59/212

26.59/212

26.59/212

29.30/241

sinking of borewells beyond 10m and upto 20m (Add at 5% for every additional meters of depth of sinking over the rate of sinking of previous meter)

32.10

Total For Extra Items

Total For BOQ Items + Extra Items

VARIATION STATEMENT

Item Name Unit

Tonne

cum

cum

M

M

M


FROM S.H-61 TO JOIN DEODURGA - AMARAPUR - BHOGAVATHI - HIREKOTNIKAL - AYANUR - TALUR - BELLARY - RUPANAGUDI - CHELLAGURKI UNDER 5054 - ADDITIONAL CENTRAL ASSISTANCE

KSRRB M1200-2 : Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification complete as per MORTH Specification No.1200 and 1900, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-3.1 : Plain / Reinforced Cement Concrete M-20 Grade, in Well Foundation complete as per Drawing and Technical Specification MORTH Specification No. 1200, 1500 and 1700 including bailing out water, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-4.1 : Plain Cement Concrete M-15 Grade, in Well Foundation complete as per Drawing and Technical Specification, MORTH Specification No. 1200, 1500 and 1700, including bailing out water, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-16.1 : Sinking of 9 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications (i) Depth below bed level upto 3.0 m. Rate of sinking at 0.25 m per hour MORTH Specification No. Section 1200, including bailing out water, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-16.2 : Sinking of 9 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (Beyond 3 m upto 10 m depth. Rate of sinking = 0.18 m per hour MORTH Specification No. Section 1200) including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200.40 : Sinking of 9 m external diameter well (ther than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in hard rock strata upto 3 m. Rate of sinking = 0.15 m per hour MORTH Specification No. Section 1200 including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

M

M

M

cum

cum

beyond 125% of Tender Qty. cum

cum

cum

cum

KSRRB M1200-14.1 : Sinking of 7 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (Sandy Soil, Diameter of well = 7 m. i) Depth below bed level upto 3.0 m, Rate of sinking = 0.30 m per hour) MORTH Specification No. Section 1200 including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-14.2 : Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (Beyond 3 m upto 10 m depth. Rate of sinking = 0.22 m per hour MORTH Specification No. Section 1200) including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200.38 : Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in hard rock strata upto 3 m. Rate of sinking = 0.17 m per hour MORTH Specification No. Section 1200 including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-5.2 : Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification Concrete to be placed using tremie pipe Case - II : Using Batching Plant, Transit Mixer and Crane / Concrete PumpMORTH Specification No.1200, 1500 and 1700, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-46 : Sand filling in wells complete as per drawing and technical specifications MORTH Specification No.1207, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-10.1 : Top Plug in plain cement concrete M-15 Grade complete as per drawing and Technical Specifications complete as per specifications, Specification No.1200, 1500 and 1700, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-11.1 : Reinforced Cement Concrete Grade M-20 Case-I, in Well Foundation complete as per Drawing and Technical Specification F. Well cap. Using Concrete Mixer MORTH Specification No.1200, 1500 and 1700, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M2100-2.1 : Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. (Mechanical Means (i) Depth upto 3 m) MORTH Specification No. 304, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

C15

pkishore: M-20 considered as per KSRRB 26.7

cum

cum

cum

cum

Nos/mtr

C.C

cum

M

No

KSRB 2.11 : Providing sand cement bed with 10% cement, machine mixed, laid in layers of 15cms. thick and well compacted for foundation, including curing as per specification No.KBS, including bailing out water if necessary with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M2100-10 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per specifications MORTH Specification No. 2100 including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB 2200-5.9 : Reinforced cement concrete Grade M-20 in sub-structure complete as per drawing and Technical Specifications complete as per specifications MORTH Specification No.1500, 1700 and 2200 (Upto 5 m height), with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB 2200-5.10 : Reinforced cement concrete Grade M-20 in sub-structure complete as per drawing and Technical Specifications complete as per specifications MORTH Specification No.1500, 1700 and 2200 (For height, upto 10m), with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M2200-8 : Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications complete as per specifications MORTH Specification No.2706 and 2200, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M2200-13 : Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2000.5 of MORTH specifications complete including all accessories as per drawing and Technical Specifications complete as per specifications MORTH Specification No.2000 and 2200, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M2300-4.2 : Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification M-25 grade complete as per specifications. (RCC Grade M-25, Case - II) : Using Batching Plant, Transit Mixer and Concrete Pump MORTH Specification No.1500, 1600 and 1700 - For Height 5 m to 10 m, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M2600-9 : Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation complete as per specifications, MORTH Specification No. 2607 , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M2700-5 : Drainage Spouts complete as per drawing and Technical specification complete as per specifications, MORTH Specification No. 2705, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

cum

cum

cum

M

Tonne

Tonne

cum

No

KSRRB M2300-16 : Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications complete as per specifications MORTH Specification No.2702, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M2700-6 : PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification complete as per specifications, MORTH Specification No.2700, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M2700-7 : Reinforced cement concrete approach slab grade M30 including reinforcement and formwork complete as per drawing and Technical specification complete as per specifications, MORTH Specification No.1500, 1600, 1700 and 2704, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M2700-3 : Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications complete as per specifications MORTH Specification No. 2703, 1500, 1600 and 1700, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M2200-6 : Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification No.1600 and 2200 reinforcement bars in foundation and substructure including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tieing with binding wire, anchoring to the adjoining members, wherever necessary, as per designs (laps, hooks and wastage shall not be measured and paid) including cost of all materials, hire charges of all machinaries, labour, loading, unloading, lead, lifts, and all incidental charges and as per the directions of the Engineer-in-charge of work.

KSRRB M2300-14 : Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specifications complete as per specifications MORTH Specification No. 1600 reinforcement bars in superstructure including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tieing with binding wire, anchoring to the adjoining members, wherever necessary, as per designs (laps, hooks and wastage shall not be measured and paid) including cost of all materials, hire charges of all machinaries, labour, loading, unloading, lead, lifts, and all incidental charges and as per the directions of the Engineer-in-charge of work.

KSRRB M2200-9 : Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2500.4.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification complete as per specifications MORTH Specification No. 710.1.4 of IRC:78 and 2200, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-1.2 : Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia Well complete as per specifications. B. Assuming depth of water 4.0 m and height of island . 5m MORTH Specification No.1200, including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

M

cum

cum

Sqm

Sqm

cum

Sqm

KSRRB M1200-1.3 : Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia Well complete as per specifications. C. Providing and constructing one span service road to reach island location from one pier location to another pier location- Assuming span length 30 m, width of service road 10 m & depth of water 1 m MORTH Specification No.1200, including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M400-6.1 : Construction of granular sub-base by providing close graded material, mising in a mechaical 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 specifications. A. Plant Mix Method. For Grading II Material, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M400-17 : Providing, laying, spreading and compacting graded stones aggregate to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniforms layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired basically complete as per specifications. MORTH Specification No.406, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB 500-1 : Cleaning the existing WBM / WMM road surface including removing of binding materials and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and / or compressed air, to receive bituminous treatment including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH Chapter 5, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M500-6 : Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No.502, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB 500-11 : Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant 40 tonne capacity, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, 50 / 75mm compacted thickness with 3.3% bitumen but excluding cost of primer / tack coat with lead upto 1 km including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH Chapter 5 (With 80/100 grade bitumen), with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M500-10 : Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mchancial broom. complete as per specifications. MORTH Specification No.503 (using bitumen 80/100), with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

cum

cum

cum

RMt

RMt

RMt

KSRRB M500-18 : Providing and laying semi dense bituminous concrete 25 mm thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 500.8 complete in all respects complete as per specifications. (with 80/100 grade bitumen with 100/120 TPH batch type HMP), with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M300-53 : Construction of Embankment with Material Gravel/Murrum. Construction of embankment with approved material Gravel/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.(which includes cost of gravel / murrum, watering charges and compaction by vibratory roller) MORTH Specification No.305, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M2500-4.1 : Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications complete as per specifications. (Stone / Boulder) MORTH Specification No. 2504, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-16.2 : Sinking of 9 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications (ii) Beyond 10 m upto 11 m depth. Rate of sinking = 0.18 m per hour MORTH Specification No. Section 1200MORTH Specification No. Section 1200 including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-16.2 : Sinking of 9 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications (ii) Beyond 11 m upto 12 m depth. Rate of sinking = 0.038 m per hour MORTH Specification No. Section 1200MORTH Specification No. Section 1200, including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.


RMt

RMt

RMt

RMt

RMt

RMt


KSRRB M1200-16.2 : Sinking of 9 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications (ii) Beyond 14 m upto 15 m depth. Rate of sinking = 0.038 m per hour MORTH Specification No. Section 1200MORTH Specification No. Section 1200 , including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.


KSRRB M1200-14.2 : Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. A. Sandy Soil, Diameter of well = 7 m. Beyond 10mtrs upto 11mtrs, Rate of sinking = 0.17 m per hour. MORTH Specification No. Section 1200 , including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

KSRRB M1200-14.2 : Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. A. Sandy Soil, Diameter of well = 7 m. Beyond 11mtrs upto 12mtrs, Rate of sinking = 0.17 m per hour. MORTH Specification No. Section 1200, including bailing out water if necessary, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.


RMt

RMt

RMt

Nos

TOTAL AMOUNT

Item Name Unit

Concrete for foundation

For abutments A1& A2

Well Curb - M 25 (RCC) Cum

Well Steinning - M 25 (RCC) Cum

Bottom Plug - M 20 (PCC) Cum

Top Plug - M 20 (PCC) Cum

Well Cap - M 30 (RCC) Cum

Concrte for Abutments

Abutment - M 30 (RCC) Cum

Abutment cap - M 30 (RCC) Cum

Pedestal - M 40 (RCC) Cum

For Pier P1 to P16




Providing Dowel Bars including cost of steel 3 mtrs long and fabrication and other placements, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials to site of work, incidental and equipment charges, etc., complete as per specificationand as per the directions of Engineer-in-charge of work.

Well Curb - M 25 (RCC) Cum

Well Steinning - M 25 (RCC) Cum

Bottom Plug - M 20 (PCC) Cum

Top Plug - M 20 (PCC) Cum

Well Cap - M 30 (RCC) Cum

Concrte for Pier & Abutments

Pier - M 30 (RCC) Cum

Pier cap - M 30 (RCC) Cum

Pedestal - M 40 (RCC) Cum

Concrete for Super structure

I-Girder - M 40 (RCC) Cum

Deck Slab M 40 (RCC) Cum

Diaphargm M 40 (RCC) Cum

Concrete for appertenance

Footpath slab M 30 (RCC) Cum

Kerb Cum

Approach slab M 25 (RCC) Cum

Retaining wall M 30 (RCC) Cum

Dirt wall (M30) Cum

Abutments A1 & A2

Sinking of 12m externl dia well (upto 3.00 m depth) Rmt

Sinking of 12m externl dia well ( Beyond 3.00 m & upto 10.0m depth) Rmt

Sinking of 12m externl dia well ( in Hard rock strata upto 3m depth) Rmt

Abutments A1 & A2

Sinking of 12m ext. dia. Well 10m to 11m Rmt










High Tensile Wires/strands including stressing & stressing operations. MT

sinking of borewells beyond 10m and upto 20m (Add at 5% for every additional meters of depth of sinking over the rate of sinking of previous meter)

Providing &Laying 12 mm thick Mastic Asphalt Sqm

Total For Extra Items

Total For BOQ Items + Extra Items

VARIATION STATEMENT

BOQ

Quantity Rate Amount

275.00

0.00

0.00

48.00

112.00

48.00


FROM S.H-61 TO JOIN DEODURGA - AMARAPUR - BHOGAVATHI - HIREKOTNIKAL - AYANUR - TALUR - BELLARY - RUPANAGUDI - CHELLAGURKI UNDER 5054 -

0.00

0.00

0.00

0.00

4595.46

2368.79

0.00

0.00

270.09

27.00

18.00

0.00

0.00

45.00

2322432.00

0.00

216.00

136.00

239.18

10.50

15.75

857.68

459.00

630.00

155.20

18.00

388.80

0.00

0.00

0.00

0.00

0.00

3196.50

0.00

4500.00

162.00

16.00

16.00

16.00

16.00

16.00

16.00

0.00

0.00

0.00

0.00

0.00

0.00

224.00

Revised BOQQuantity Rate Amount

167.20

1443.01

859.65

66.91

452.45

231.78

47.76

1.73

444.81

4843.52

2437.92

253.01

1283.11

498.37

512.61

13.82

1043.93

1299.79

138.80

433.50

163.61

15.70

149.18

25.56

6.00

14.00

6.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

77.03

3196.50

639.30 25572.00

Documents

Bellary Bridge