CONSTRUCTION OF MAJOR BRIDGE ON RAJPIPLA - ANKLESHWAR ROAD (S.H.) K.M. 44/00 TO 62/360 (BETWEEN CH. 61/600 TO 62/200) DIST. NARMADA

NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE ON RAJPIPLA - ANKLESHWAR ROAD (S.H.) K.M. 44/00 TO

62/360 (BETWEEN CH. 61/600 TO 62/200) DIST. NARMADA

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

1 Diversion of watercourse / providing cofferdam and bund 8.00 Each 143500.80

or island as may be necessary for foundation and

maintaining the same for the period as may be

2 Demarkation of road alingment including marking out 0.62 Km. 2706.50

road line by providing and fixing wooden pegs or steel

rod of required size at every 25 M to 50 M. including

excavating trenches ion both sodes of 0.30 m. x 0.30M.

including supplying of labours and all materials for every

work etc. complete.

3 Providing flood gauge marks on substructure as per 16.00 Rmt 166.90

design including painting complete.

4 Providing masonry steps with cement pointing on 35.00 STEPS 235.99

approaches as directed .

5 Providing and filling sand inside abutment and between 254.00 Cu.m. 478.82

returns in layers as directed.

6 Filling available excavated earth/wethered rock in 1059.50 Cu.m. 137.47

trenches,sides of foundations etc. in layers not exceeding

20 cm in depth consolidating each disposited layer by

ramming and watering.

7 Excavation for foundation in sand , gravel , clay soft

soils & murrum etc. Including sorting and strutting and

dewatering as necessary and disposing of excavated stuff

(A) Depth upto 3.0 M. 2454.00 Cu.m. 523.28

(B) Depth from 3.0 m to 6.0 m 49.10 Cu.m. 613.92

8 Empty boring through all Sorts of strata including Rock 2030.00 Rmt 3636.01

for providing 1.50 MT dia. R.C.C. bored piles to required

depth including providing necessary casing pipe with all

plants and equipment's as required complete.

9 Providing 8mm thick steel liner for piles including 150.40 MT 47323.70

fabricating and setting out as per detail drawing as

10 Providing and laying controlled cement concrete of M 35 3594.00 Cu.m. 4832.85

for R.C.C. bored piles of 1.50 mt dia. including ramming,

vibrating and finishing excluding T.M.T Reinforcement

11 Providing and fixing in position Fe 550D TMT for R.C.C. 629.00 MT 81120.33

bored piles as per detailed drawing, including cutting,

bending hooking tying and welding complete and

including forming the cage and lowering it in position.

12 Static Load testing of foundation piles including loading 2000.00 MT 187.38

with necessary kentledge or any other suitable method

as directed with all arregement & equipment reqired..

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

13 Dynamic Load testing of foundation piles including 2.00 Nos. 35767.11

loading with necessary kentledge any other suitable

method as directed with all arregement & equipment

14 Conducting Pile low strain integrity test as per ASTM D 56.00 Nos. 1212.00

5882- 96 code of American Society for Testing on cast -in

situ RCC pile of 1500 mm diameter inclusive of analysis

with all contractor's equipment, manpower, site

preparation, lead and lifts etc. complete as per standard

procedure, and as directed by the Engineer in charge.

Note:- Rate is inclusive All equipment, All labour and

consumable required & Mobilization of equipment.

15 Providing & filling in foundation as base course with 220.80 Cu.m. 3581.46

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

16 Providing and casting in-situ controlled cement concrete 1520.40 Cu.m. 5007.58

of M 35 For R.C.C. pile cap including necessary form

work vibrating, curing and finishing complete.

17 Providing and fixing in position of steel grade FE-550D 214.70 MT 81325.80

(TMT) for R.C.C. Pile Cap , Retaining wall Including

cutting hooking, tying, welding etc., complete as per

detailed drawing and specification.

18 Providing and casting in situ controlled cement with of

M35 for R.C.C. work in piers and abutment,Retaining

wall as per drawing including centering shuttering

scaffolding where necessary laying vibrating curing and

finishing complete.

(A) Height from 0.0 M to 5.0 M 666.00 Cu.m. 5335.83

(B) Height from 5.0 M to 10.0 M 51.00 Cu.m. 5647.92

19 Supplying, fitting and fixing in position true to line and 28800.00 tonne capacity 58.94

level POT-PTFE bearing consisting of a metal piston

supported by a disc or unreinforced elastomer confined

within a metal cylinder, sealing rings, dust seals, PTFE

surface sliding against stainless steel mating surface,

completre assembly to be of cast steel/fabricated

structural steel, metal and elastomer elements to be as

per IRC: 83 part-I & II respectively and other parts

conforming to BS: 5400, section 9.1 & 9.2 and clause

2006 of MoRTH Specifications complete asper drawing

and approved technical specifications.

20 Providing and casting in situ controlled cement concrete 595.00 Cu.m. 5732.76

of M 35 Mix for R.C.C. works in pier cap abutment cap

and dirt wall including controlled cement concrete M

bed block or pedestals of required drawings, centering

shuttering, scaffolding wherever necessary laying

vibrating curing and finishing complete.

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

21 Providing and fixing in position FE 550 D bar 180.00 MT 81325.80

reinforcement including cutting ,bending, hooking, tying,

welding etc., complete as per detailed drawing and

specification. For pier,Abutments,Aburment cap , pier cap

, sesmic arrester , Pedestal.

22 Providing and casting in situ or precast controlled 2711.50 Cu.m. 7567.43

Cement Concrete M-45 for prestressed concrete work in

Super structure including centering, shuttering, curing,

scaffolding, ramming, vibrating, finishing, lauching or

shifting complete.(I) Solid Slab.(II) Deck Slab.(III) Main

Girders.(IV) Diaphragm or cross girder.

23 Providing and fixing in position to exact profile high 115.40 MT 72402.66

tensile steel wires of required ultimate strength including

bending, cutting, tying providing necessary standard and

anchorages, sheathing, stressing, grouting, ducts as per

detailed drawing including necessary plant and machinery

24 Providing and placing in position FE 550D TMT bar 447.40 M.T 82181.57

reinforcement including cutting, bending, hooking, and

tying complete as per detailed drawing.(B)T-Beam and

Deck slab type of superstructure (I) Solid slab

25 Providing and casting in situ controlled cement concrete 305.70 Cu.m. 5488.34

of M 40 for average 100 mm. thick wearing coat laid as

directed including tamping vibrating finishing curing and

filling in joints with bitumen complete.

26 Provision of an Reinforced cement concrete crash barrier 611.40 Rmt 10255.54

at the edges of the road, approaches to bridge structures

and medians, constructed with M-40 grade concrete with

Fe-550D with fusion bonded Epoxy coating reinforcement

conforming to IRC:21 and dowel bars 25 mm dia,

mm long at expansion joints filled with pre-moulded

asphalt filler board, keyed to the structure on which it is

built and installed as per design given in the enclosure to

MOST circular No. RW/NH - 33022/1/94-DO III dated

June 1994 as per dimensions in the approved drawing

and at locations directed by the Engineer, all as specified

as per drawing attached.

27 Providing raling of controlled cement concrete M-35 as 306.00 Rmt 1386.73

per detailed drawings with necessary reainforcement

including, shuttering, laying vibrating and finishing to line

and level complete.(ii) Cast in situ.

28 Providing and laying chequered precast cement concrete 459.00 SQM 545.76

tiles 22mm thick with aggegate of sizes upto 6mm in

floors, treads of steps and landings on 20mm thick bed

of C.M. 1:6 (1-cement : 6-sand) or L.M. 1:1.5(1-Lime

putty : 1.5 coarse sand) joint with neat cement slurry

with pigments to match the shade of the tiles.

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

29 Providing G.I. 100 mm. diameter water spouts including 48.00 Each 536.03

necessary iron gratings as per drawings.

30 Providing and fixing marble slab including engraving and 2.00 Each 1012.65

painting complete.(A) size 75 cm x 60 cm x 4 cm

31 Providing and casting in situ controlled cement concrete 46.00 Cu.m. 5267.15

of M 35 for approach slab including form work curing and

finishing complete.

32 Providing and fixing in position FE 550D TMT bar 44.00 M.T 80710.13

reinforement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C. Kerb. (B)

R.C.C. Footpath.(C) R.C.C. Approch slab.(D) Wearing

33 Modular Strip / Box Seal Joint (Providing and laying of a 77.00 Rmt 2057.37

modular strip Box steel expansion joint including

anchorage catering to a horizontal movement beyond

mm and upto 140mm, 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.)

34 Providing and laying Filter Media 600mm Thick directed 447.00 Sq.m. 1268.86

at the back of Abutment, return and wing walls as per

detailed specification.

35 Providing & laying weep hole in Abutments, and returns 285.00 Each 88.76

by using A.C. pipe of 100mm including laying in proper

grade and jointing the completed as per detailed

36 Providing and laying of Extruded Bioaxial Polypropylene 537.80 Sq.m. 353.80

Geogrid 40 KN as per clause no 3102.8 and approval

design and specification with accesories like tie

strips,nuts & bolts and loops/lugs for joining reinforcing

elements with the facia ,pannels and overlaps and other

protective elements as per detailed specification.

37 Providing fusion bonded Epoxy coating not less than 175 469.50 M.T 10162.62

micron thickness and up to 300 micron to reinforcement

bars as per IS-13620-1993/ASTM-775 M including testing

of coating at plant and all taxes (A) 10mm to 16mm dia

38 Providing fusion bonded Epoxy coating not less than 175 1047.00 M.T 7296.24

micron thickness and up to 300 micron to reinforcement

bars as per IS-13620-1993/ASTM-775 M including testing

of coating at plant and all taxes (B) 20mm to 32 mm dia

39 Carrying out load test of super structure as directed 400.00 M.T 169.92

including all necessary materials plant

equipement,instruments, labour and arrangements for

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

40 Steel work, welded in built up sections framed work 21.00 MT 91084.83

inpection platform, ladder including cutting, hoisting,

fixing in position and applying a priming coat of red lead

paint. (A)In beams and joists,channels angles Tees, flats,

with connecting plates or angle cleats as in main and

cross beams. Hip and jack rafters,purlins conneted to

common rafters and the like

41 Painting two coats (excluding priming coat) on new steel 875.00 SQM 69.15

and other metal surface with synthetic enamel paint,

brushing to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter.

42 Clearing and grubbing road land including uprooting rank 0.40 Hec. 28455.09

vegetation , grass , bushes , shrubs , saplings and trees

of girth upto 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (I) By

Mechanical means in area of light jungle.

43 Back filling between returnwall shall be selected soil 3257.40 Cu.m. 478.82

having properties as C=0Kg/Sq. ∅=30° for embankment

including breaking clods dressing With all lead and lift

and including watering, rolling, and consolidation of

subgrade in layers at O.M.C. to required dry density

including filling the depressing which occur during the

process using Vibratory roller 8T to 10T. (E) From Borrow

area With all lead & lift.

44 Construction of 200mm thick. compacted coarsed 683.10 Cu.m. 1423.09

granular subbase (Grade-I crushed B.T materials of

,Below 2.36 mm @ 30 %) by providing close graded

material , mixing in a mechanical mix plant at

OMC,carriage of a mix material to work site, spreading

uniform layers with motor grader on prepared surface

and compacting with vibratory power roller to achieve

desire density , complete clause as per

45 Providing and laying 250 mm thick Wet mix macadam 841.00 Cu.m. 1401.88

(W.M.M.) using machine crushed black trap aggregate of

40 to 50 mm size in the material as per MORT & H

specification including premixing the material with water

at OMC in mechanical mix plant, carriage of mixed

material by tippers 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.

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

46 Providing and laying 60 mm DBM in single layer using 465.00 MT 3238.06

crushed stone aggregate BT chips as per required

gradation and using emulsion asphalt as a tack coat @

2.5 kg / 10 sqmt and the VG-30 grade asphalt at

kg/MT)by total weight of mix hot laid process using hot

mix plant including heating and mixing asphalt &

materials by drum mix process transporting the mix and

laying by paver finisher including consolidation with

vibratory roller including cost of material, labour,

machinery equipment and fuel , oil , lubricant for plant

and machinery using contractor's own plant and

machineries etc. complete

47 Providing and laying 30 mm Bitumen concrete using 243.00 MT 3521.87

crushed stone aggregate BT chips as per required

gradation and using the VG-30 grade asphalt at

kg/MT)by total weight of mix hot laid process using hot

mix plant including heating and mixing asphalt &

materials by hot mix process transporting the mix and

laying by paver finisher including consolidation with

vibratory roller including cost of material, labour,

machinery equipment and fuel , oil , lubricant for plant

and machinery using contractor's own plant and

machineries etc. complete.

48 Providing and applying priming coat with emulsion SS1 3363.90 Sqm 59.70

grade at the rate of 7.50 kg/ 10 Sq.mt. including cost of

asphalt and preparing the surface heating and applying

49 Providing and laying of Extruded Bioaxial Polypropylene 1045.00 Sq.m. 249.07

Geogrid 30 KN as per clause no 3102.8 and approval

design and specification with accesories like tie

strips,nuts & bolts and loops/lugs for joining reinforcing

elements with the facia ,pannels and overlaps and other

protective elements as per detailed specification.

50 Road marking with hot applied thermo plastic paints with 23.00 Sqm. 367.72

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound 2.5 mm

thick includlng reflectorsing glass beads@ 250 gms per

sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC-35 2015. The finished

surface to be level,uniform and free from sreaks and

holes. zebra patta/bump patta lane/center line/edge

line/cut patta. The white color marking should provide

liminance coefficent on cement road shall be min

130mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time.

The marking should meet the performance criteria for

night time reflectivity,wet reflectivity and skid resistnce

as mentioned in the section 15 of IRC35-2015. warrenty

for retro reflectivity shall be two years

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

51 Providing and laying of Plastirib - T or equivalent raised 2464.00 Each 827.19

profile edge line marking (audible warning ) with hot

applied thermoplastic road marking compound according

to IRC 35 - 2015, Clause 7.7, with 2mm thick base coat

layer above that ribs profile size of lenght 40mm X width

140mm X Height 6 mm thick ( Total 8 m thick ) at the

distance of 500 mm between two ribs including

reflectorizing glass beads @ 250 gm/ sq.mt area. The

minimum and maximum width of raised profile should be

150 mm. The thickness of 8 mm profile should be

exclusive of surface applied glass beads. The finished

surface to be levelled, uniform and free from streaks and

holes, to be applied on edge lines.

52 Supply and Apply Rumbble Strips Road marking with hot 40.00 Sqm. 1684.68

applied thermoplastic paints with reflectorising glass

beads on bitumin surface providing and laying a hot

applied thermoplastic compound 8 mm thick including

reflectorising glass beads @ 250gms per sqm area,

thickness of 8mm is excluding of surface applied glass

beds as per IRC:35-2015. The finished surface to be

level, uniform and free from streaks and holes.

53 Cautionary Warning Sign :-Providing and fixing sign boards 4.00 no 5077.27

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 cms. equilateral triangle as

per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;reflectorised with

Micro Prismatic Grade retro refiectivesheeting of Type-11 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr

long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of

35 x 35 x 3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol foreach board

shall be as per theinstruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

54 Hazard Marker Sign :-Providing and fixing sign boards made 2.00 No. 3666.30

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum

composite Panel); size 90x30 cms. rectangular as per design of

IRC-67-2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats

of best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 1.8mtr long stand post of

x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be

in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting

55 Regulatory / Mandatory Sign :-Providing and fixing sign boards 2.00 No 4618.73

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 60 cms Dia Circle as per design of IRC-

67-2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be

in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

56 Chevron sign :-Providing and fixing sign boards made out of 10.00 Each 4681.35

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50 cm as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic Grade

retrorefiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 50 x 50 x 5mm;

painted with bestquality epoxy coatings in black and white

bends. the details of symbol or inscription / numerals for each

board shall be as per the instruction of engineer in charge.The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

Cms. for each leg.including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from originaa

manufacturer & a certified copy of 3 year outdoor exposure

test report from third party test lab for the product offered

shall be submitted by contractor. (A) Class-C Type-11 Retro

Reflective sheeting

57 Providing and fixing hectometer as per I.R.C. type design 4.00 Each 356.50

including painting lettering etc. complete fixing in C.C.

58 Providing and erecting a "W" metal beam crash barrier 258.00 Rmt 4956.07

comprising of 3 mm thick corrugated sheet metal beam

rail, 70 cm above road/ground level, fixed on ISMC series

channel vertical post, 150 x 75 x 5 mm spaced 2 m

centre to centre, 1.8 m high, 1.1 m below ground/road

level, all steel parts and fitments to be galvanised by hot

dip process, all fittings to conform to IS:1367 and

IS:1364, metal beam rail to be fixed on the vertical post

with a spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

59 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 247.00 Each 326.23

Markers made of polycarbonate and ABS moulded body

and reflective panels with Micro prismatic lens (No Glass

bead lens) capable of providing total internal reflection of

the light entering the lens face and shall support a load

of 13635 kgs. tested in accordance to ASTM D 4280 Type

H and complying to Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97 Ð DO III Dt

11.06. 1997. The height, width and length shall not

exceed 20 mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the slope to

the base shall be 35 +/- 5 degree. The body of the

marker should having finger grip for easy and accurate

placement and application with epoxy / bituminous

Adhesive as recommended by the manufacturer of the

marker. The color of the marker should be as per the IRC

35-2015 and as directed by Engineer-in-charge.

60 Dismentaling the existing R.C.C. work structure including 3434.50 Cu.m. 952.51

removing and stacking the dismentelled materials as and

where directed.

61 Demolition of Brick work and stone masonry including 566.20 Cu.m. 576.30

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(ii) In

Total Bill of Quantity

In Words :- Twenty Four Crores Twenty Seven Lakhs Eighty Three Thousand Fourteen

and Paisa Thirty One Only

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Note 1 :- The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for

which no extra payment shall be made.

Note 2 :- GST and Income tax TDS will be deducted at a source while making payments of bills

Note 3-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 4-In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the

Note 5-The Contractor will have to submit the all mix design at his own cost before excavation as directed and to be approved from the

Engineer in charge.

Note 6 :- An amount of Rs.1902908.00 ( Rs. Ninteen Lacs Two Thousand Nine Hundred Eight Only ) towards estimated credit value of

dismentaling shall be recovered from the 1 ST R.A. Bill of this work irrespective of the quantity actually received on site.

Above all Iteams of "BILL OF QUANTITIES" with Item Description,Unit,Rate & Amount have verificed by me and Found.

Deputy Executive Engineer Divisional Account Executive Engineer

(R & B) Sub Division Rajpipla District (R&B) Division District (R&B) Division

Rajpipla Rajpipla Rajpipla