Construction of Various Non Plan Road Under OWR TRIBLE/ MMGSY/B.K./2025-26 / Package No.92 In Ta. Amirgadh Dist.Banaskantha (1) Constg. Upalobandh Primary School to Dhrangivas to Khapa Rajiv Gandhi Road km 0/000 to 3/600.

Name of work :- Construction of Various Non Plan Road Under OWR TRIBLE/MMGSY/B.K./2025-26 /

Package No.92 In Ta. Amirgadh Dist.Banaskantha.

Bill Of Quantities

Memorandum showing items works to be carried out :

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Clearing and grubbing road land including uprooting trunk, vegetation, grass bushes,

shrubs, sapling and trees girth upto 300 mm removal of stumps of trees cut earlier

1 and disposal of unservicable materials [C] By Mechanical means in area of light 1.80 Hact. 28455.09

Earth work for embankment with selected soil including breaking clods, dressing,

2 with all, lead and lift (excluding watering and consolidation) (A) From borrow area 7550.00 Cmt 154.87

with All lead and lift & CBR not less than

Earthwork in cutting including preparing the slope and camber andstacking or

3 utilising the cutting stuff in bank as directed upto 200 Meters from the end of cutting 1628.00 Cmt 260.57

with all lead and lift.(i) Hard murrum.

Earthwork in cutting including preparing the slope and camber andstacking or

4 utilising the cutting stuff in bank as directed upto 200 Meters from the end of cutting 1628.00 Cmt 317.35

with all lead and lift.(ii) Soft rock not requiring blasting.

Earthwork in cutting including preparing the slope and camber and stacking or

5 utilising the cutting stuff in bank as directed upto 200 Meters from the end of cutting 2170.00 Cmt 671.46

with all lead and lift.(iii) Hard rock.

Rolling of earthwork in layers with vibratory roller 80 Kn to 100 Kn static weight

6 including filling in depressions which occurs during the process. 15423.00 Cmt 22.96

Construction of granular sub-base by providing well graded material, (Kapachi

mm to 9.5 mm 35%, B.T. Grit 9.5 mm to 2.36 mm 25% & Coarse sand below

mm 40% }spreading in uniform layers with motor grader on prepared surface, mixing

by mix in place method with rotavator at OMC, and compacting with smooth wheel

roller to achieve the desired density, complete as per Technical Specification Clause

401. Grading II

Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 90 mm size

including 0.27 Cu.m. stone screening & 0.08 Cu.M. stone dust as filler including

spreading, watering & consolidation by vibratory roller 80KN to 100KN static

weight.100 mm thick compected.

Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 mm size

including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone dust as filler including

9 spreading, watering & consolidation by vibratory roller 80KN to 100KN static 3448.00 Cmt 1792.75

weight. 75 mm thick compected.

Providing hard side shoulder of 100 mm thick for embankment using quarry spall

with all lead and lift and including watering and rolling and consolidation of sub

grade in layers at OMC to required dry density including filling depression which

occur during the process using vibratory roller of 80 KN to 100 KN (selected quarry

spall having CBR value not less than

Providing and laying bituminous grout base course 37.5 mm thick using asphalt

Grade VG-30 for tackcoat at the rate of 4.00 kg/10 smt on WBM Surface using B.T.

stone aggregate as per required gradation with the asphalt of VG-30 grade at the rate

11 of 1.99 % i.e. 19.90 Kg/M.T. by weight by mix including heating and mixing in 1116.00 M.T. 2553.01

drum mix plant, transporting the mix spreading the same by paver finisher and

consolidation by vibratory roller including cost of all materials, fuel labours, tools

and plants etc. using contractors own drum mix plant etc complete

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Providing and laying 37.50 mm thick compacted bituminous macadam with B.T.

Aggregate as per M.O.R.T & H gradation and Asphalt VG-30 @ 2.50 Kg/10 Sq.Mt.

on existing B.T.Surface for tack coat & Asphalt grade VG-30 for mixing @

Kg/M.T. i.e. 3.40% of total mix weight of the including heating the aggregates and

12 asphalt by continues batching of drum mix plant and spreading the same by paver 1228.00 M.T. 3106.85

finisher and consolidation with vibratory roller 80 KN to 100 KN Static weight

including providing all materials, equipments, tools and plants, oil, kerosene,

firewood, labour charges etc. comp. using contractor's own machineries drum mix

plant and paver finisher etc complete

Providing and laying premix seal coat using B.T. stone chips 6 mm size to 10 mm

size) 0.18 Cum/10 Sq.mt i.e. 0.66 Cum aggregate with bitumen Grade VG-30 @ rate

4.50% of weight mix i.e. 45.00 Kg/M.T. including heating the asphalt and aggregate

13 by continuous batching drum mix plant, transporting and mixed material and 406.00 M.T. 3454.97

spreading the same by pavers finisher and consolidation by vibratory roller of 80 KN

to 100 KN static weight including providing tools, plants, firewood, oil, kerosene,

labour charges etc. complete

Box cutting the road surface to properslopeand camber for making a base forroad

14 work including removing theexcavated stuff and depositing on theroad side slope as 2447.00 Cmt 109.08

directed upto50Mt.lead.

Providing and laying cement concrete 1:4:8 (1cement : 4 coarse sand : 8 Machine

15 Crushed stone aggregates 40 mm. nominal size) and curing complete excluding cost 1532.00 Cmt 2776.61

of from work in :(a) Foundation and plinth

Providing & Laying cement concrete 1:1:5:3 (1 cement : 1:5 course sand : 3 graded

stone aggregate 20 mm nominal size) for C.C. road and curing cost of form work.

Finishing the cement concrete road by trimix process inclusive of labour charges for

trimix vacuum dewatering process on cement concrete road by using vacuum

dewatering pump, surface floater, surface vibrator including channeling & making

grooves & rough finish to surface by providing expansion joints, contraction joint &

construction joints with fillings of joints with asphalt filler as per direction by

engineer incharge & as per specsificaiton.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level

Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including

18 necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including 3.00 No 704.34

painting,lettering etc. complete (For O.D. road V.R.)

Providing and fixing hectometer as per I.R.C. type design including painting,

lettering etc. com plate.

Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-

1977. Pre treated with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro

refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand

20 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x75 x 6mm as 20.00 No 3808.66

required; painted with bestquality epoxy coatings in black andwhite 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) Engineer Grade(VR)

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 60cms.rectangle as as per the design of IRC-67-1977 pre

treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per

21 IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size 8.00 No 5045.37

iron angle of 50 x 50 x 5mm painted with best quality 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 block

of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A) Engineer Grade(VR)...

Place ideatification sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 150 x 90cms. rectangle as as per the design of IRC-67-1977

pre treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size

iron angle of 50x50x5mm 75x75x6mm as required; painted with best quality 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 block of size 45 x 45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer in charge.(A) Engineer

Citizen' s information Board- Providing and fixing of typical information board as

per instruction. Two ACP sheets of 3 mm thick, of 900 mm x 750mm size fixed at

top & bottom duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle

shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of

SWG square tubes posts duly embedded in cement concrete M-15 grade blocks of

23 600mm x 600mm x 75mm, below ground level. The letters & figure of any shade 1.00 No 8456.73

reflectorised with High Intensity Prismatic Grade Retro Reflective Sheeting of Type-

4 as per ASTM D-4956 and latest MORD specifications; All sections of framed posts

and steel tube will be painted with primer and two coats of epoxy paints as per

drawing Clause 1701 and Annexure 1700.1 (10.16). (A) Class-B High intensity

Grade Retro Reflective sheeting.

Providing and fixing logo board of MMGSY as per National Rural Road

Development Agency diamond size, 600 x 600 mm, 1.50 mm thick Plate & board

24 plate size, 900 x 250 mm, 1.5 mm thick M.S. plate and 2.40 meter deep length single 1.00 No 3953.14

angle 75 x 75 x 6 mm size including fitting and painting , lettering with luminous

colour as per drawing including fixing in CC 1:3:6 etc compete.

STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium sheet;

size 90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated with

phospheting process & acid teching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best

quality epoxy coatings in black and white bends. the details of symbol for each board

shall be as per the instruction of engineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing

tec. complete under the supervision of engineer in charge.(A) Engineer Grade(VR).

Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium

sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC)

pretreated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with retro refiective

26 sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame 16.00 No 2423.74

fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted

with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size

45x45x 60cms. for each leg. including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet

/ 3mm ACP (Aluminum composite Panel); size 60x50cm 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

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of Iron Angle 75 x

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

27 size iron angle of35x35x3mm; painted with bestquality epoxy coatings in black and 40.00 No 3711.75

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 60Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for 7 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.

Project Information Board: Providing and fixing of typical Project informatory sign

boardwith Logo as per 1700 of MORD specifications and drawing. The board will be a

composite unit consisting ofThree Plates ACM (Aluminum Composite Material), material

specificaitons as per clause 17001.3. The topmost plate will be of 3mm ACM in diamond

shape of 600x600mm size, riveted with MS angle iron frame of25mmx25mmx5mm size on

back on edges. The middle 4mm ACM plate of will be 1200x150mm size rivetedwith MS

angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACM lower

mostplate will be 1500mmx600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size. Riveting ofall the sheets over angle and flat iron frame will be

done neatly to have plain surface on one side. The angleiron frame of lower most plate and

flat iron frame of the middle plate will be welded to two nos 75mmx75mm (12 SWG) sheet

tubes posts placed at 1125mm apart centre to centre. the top of the middle platewill be

28 flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded 1.00 No 13399.67

in cementconcrete M15 grade block of 450x450x600mm below ground level. The height of

the bottom of the lowerplate will be 1200mm from normal ground level and the bottom of

the middle plate will be 100mm above thetop level of the lower most plate. the diamond

shaped plate mounted over flat angle iron frame will beconnected to middle plate by square

steel section of 47mmx47mm, thickness 12SWG having a spacing of100mm between the

diamond shaped plate and middle plate and this square section will be riveted to thebottom

point of the diamond shaped plate. logo, letters and numerals on the ACM should be

madeup of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per the latest

MORD section 1700 andIRC 67-2012 specifications. Al the section of the frame and posts

shall be painted with primer and two coatsof epoxy paint. The design, painting and lettering

shall be done as per the Signage Guide and asdirected by Engineer-In-charge. . A warranty

for 5 years for the Retro reflective sheeting for Class-A

Road Marking With Hot Applied Thermoplastic Paints with Reflectorising Glass

Beads On Bitumen Surface.Providingcand laying a hot applied thermoplastic

compound 2.5 mm. thick including reflectorising glass beads @250 gms per sqm.

Area,Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-

2015.The finished surface to be level uniform and free from streaks and holes. Zebra

29 patta/bump patta lane /center line /edge line/cut patta, The white color marking 920.00 Smt 367.73

should provide Iiminanance coefficient on cement road shall be min. 130 mcd/m2/lux

and asphalt road shall be min. 100 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 resistance as mentioned in the section-15 of IRC 35-2015.

Warranty of Reflectorising for Two Years.

Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement

Markers made of polycarbonate and ABS 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 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 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 strength of

detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/-

mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of

500 Kgf. 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 manufacturers

recommendation and The color of the marker should be as per the IRC 35-2015 and

as directed by Engineer-in-charge..

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Providing and fixing Boundary stone as per I.R.C. design including painting, carving

lettering etc. complete.(ii) Fixing in C.C. 1:5:10

Direction sign (Junction board):-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 244 x 122cms.rectangle as as per the design of IRC-67-1977

pre treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size

iron angle of 50 x 50 x 5mm 75x75x6mm as required; painted with best quality

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 block of size 45 x 45 x 60cms. for each leg.

including excavation curing etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars

for culverts carrying heavy traffic as per IS 458-1991 specifications including setting

the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.(v) 300mm dia.

Providing and erecting a W type metal beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 90 cm above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.80 m

34 high road level, with ACM type reflector all steel parts and fitments to be galvanised 160.00 Rmt 4143.02

by hot dip process, all fittings to confirm to I.S 1367 and I.s 1364, metal beam rail to

be fixed on the verticale post with a spacer of channel section 150x75x5 mm,

mm long complete

Excavation for foundation upto 1.5 M. depth including sorting out and stacking of

35 useful materials and disposing of excavated stuff up to 50M. lead.(a) Loose or soft 6020.00 Cum 122.94

Excavation in hard rock by dry-wet blasting and chiseling including dewatering

36 preparing foundation base by proper benching and stepping and disposing of the 75.00 Cum 861.88

excavated stuff as directed.(A) General blasting

Earth work for embankment including breaking clods, dressing, with all, lead and lift

(excluding watering and consolidation) (B) From borrow pits within land width

Providing and filling sand below R.C.C. raft in layers including ramming and

watering complete

Providing and casting in situ ordinary cement concrete M-150 mix and providing

39 necessary pin headers including shuttering, scaffolding, laying vibrating curing and 4838.30 Cum 3765.79

finishing complete without V Grooves. (A) Height from 0.0 to 5.00 mt

Providing and casting in situ Controlled cement concrete M.200 for R.C.C. work in

piers abutment and R.C.C. return 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

Providing and casting in situ Controlled cement concrete M200 mix for R.C.C. Raft

41 and cuttoff walls including necessary shuttering. Laying, vibrating, ramming and 68.00 Cum 4444.26

curing complete

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Providing and casting in situ Controlled cement concrete M-200 mix for RCC Work

42 in Piers,Abutment and RCC return As per Drawing Including Centering, shuttering, 76.00 Cum 5052.04

scaffolding, where necessary laying,Vibrating,curing and finishing Complete

Providing and casting in situ controlled cement concrete concrete M-200 for

approach slab including formwork curing and finishing complete.

Providing and casting in situ Controlled cement concrete M. 250 for R.C.C. solid

slab including centering scaffolding curing and finishing complete..

Providing and casting in situ Controlled cement concrete M-400 for average 100 mm

45 thick wearing coat laid as directed including tamping vibrating finishing curing and 28.00 Cum 5548.15

filling in joints with bitumen completed.

Providing and laying in position FE 500D bar reinforcement including cutting,

46 bending, hooking and tying complete as per detailed drawings for the following.(A) 134.08 MT 73858.70

Piers (B) Abutments (C) R.C.C. Returns.

Providing and laying filter media 600 mm thick as directed at the back of abutment

,returns and wing walls as per detailed drawing

Providing & laying rubble for apron (each stone weight not less than 40 Kg.)

including packing & filling in the interstices with quarry spalls.

Providing and laying weep holes in abutment and return by using A.C.pipe of 100mm

49 diameter with laying in proper grade and joining complete as per detailed 155.00 No 86.70

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter

media base of 500mm x 500mm as per drawing

Providing C.I.100 mm diameter water spouts including necessary iron gratings as per

Excavation for foundation for Upto 1.5 Mt to 3 Mt. depth including sorting out and

52 stacking of useful materials and disposing of the excavated stuff upto 50Mt. lead. 653.00 Cum 136.30

(a) Loose or soft soil

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars

for culverts carrying heavy traffic as per IS 458-1991 specifications including setting

the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.(v) 1200mm dia.

Providing and fixing mild steel dowel bars of minimum 32mm dia. for anchoring by

54 drilling holes in foundation strata including necessary bending, hooking of dowel 108.00 Rmt 450.07

bars and grouting the holes complete as per detailed drawing and as directed.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars

for culverts carrying heavy traffic as per IS 458-1991 specifications including setting

the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.(v) 900mm dia.

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and

56 stacking of useful materials and disposing off the excavated stuff upto 50 Meter 861.00 Cum 170.50

lead.(B) Dense or Hard soil

Providing & Laying weep hole in Aburtments,and returns by using PVC 6 kg/Sqcm

57 pipe of 110 dia including laying in proper grade and jointing the completed as per 2842.00 NO 146.03

detailed specification.

Total Tender amount

Rupees Eight Crore Sixty Six Lakh(s) Thirteen Thousand Sixty Seven And Paise Sixty Only

I/am we/are willing to carry out the work at _____% above /below _____________ percent (should be written in figures and words) of the estimated rates

mentioned above. Amount of my/our tender works out as under.

* Estimated amount put to tender

1. The Contractor Shall Exhibit a board with deatiled specification and details of work as directed by the Engineer-In-Charge for which no Extra

Payment shall be made.

2. The labour crss will be deducted as per prevaling Rules i.e 1% of the work done.

3. GST and Income tax TDS will be deducted at a Source while making Payments of bills.

4. In all RCC items in Rate Analysis Standard cement Consuption has been taken as per Govt.G.R: PRC -10/2017 cement consumption/16/c, Date: 11/05/2017 as

stated i. S.O.R therefore in RCC Items where there is a changed as per actual mix design the cost of diffrence of cement consumption have been deduvted from

the rate of orignal item at the rate of input rate mentioned in all the tender.

Above all items of " Schedule-B" with iem Description,Unit,Rate & Amount Have verified by me and found Order.

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Palanpur Palanpur