Construction of Parade Track Near Arogayavan For Rashtriya Ekta Diwas 2026 at Ektanagar, Dist. Narmada

Name of Work : Construction of Parade Track Near Arogayavan For Rashtriya Ekta Diwas

2026, Dist. Narmada

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to book of

Quantity Unit Rate Amount

No. specifications)

1 Demolition including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work 283.00 Cum 1108.12

2 Demolition of Brick work and stone masonry including stacking of

serviceable materilas and disposal of unserviceable materials with all 345.00 Cum 383.05

lead and lift. (i) In Lime Mortar.

3 Dismentaling tiled of stone floors laid in mortar including stacking of

serviceable materilas and disposal of unserviceable materials with all 6460.00 Sqm 50.28

4 Dismentling steel work including distempering and stacking the

materials with all lead and lift. 204000.00 Kg 3.94

5 Box cutting the road surface to proper slope and camber for making a

base for road work including removing the excavated stuff and 3360.00 Cum 112.02

depositing on the road side slope as directed upto 50Mt.lead.

6 Filling in foundation and plinth with murrum or selected soil in layers of

20cm. thickness including watering, ramming and consolidating etc. 500.00 Cum 304.60

7 Milling of Existing Bituminious macadam or bitumen macadam surface

150 mm depth including stacking useful materials on road side and 6800.00 Sqm 56.56

disposing off remaining stuff.

8 Scarifying gravelled macadam or bitumen macadam surface 6 cm to

cm.depth including stacking useful materials on road side and 22100.00 Sqm 42.59

disposing off remaining stuff.

9 Construction of 125 mm thick compacted GRANULAR SUB BASE (

Grade-I , Crushed B T materials of 53 mm to 9.5 mm @ 50 %, 9.5 mm

to 2.36 mm @ 20 %, Below 2.36 mm @ 30 % ) by providing close

graded matrial , mixing in a machanical mix plant at OMC, carriage of a 700.00 Cum 1107.97

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

10 Construction of 125mm thick compacted granular sub base (Grade-IV,

Crushed B.T. materials of 26.5mm to 9.5mm @ 64%, 9.5mm to 4.75mm

@ 11%, below 4.75mm @ 25%) by providing close graded material,

mixing in a machanical mix plant at OMC, carraige of a mix material to 700.00 Cum 1183.72

work site, spreading uniform layers with motor grader on prepared

surface and compacting with vibratory power roller to achieve desied

density, complete caluse as per

11 Providing and laying 250mm thick wet mix macadam (W.M.M.) (Two

layers each of 125 mm) using machine crushed black trap aggregate of

40 to 50 mm size in the material as per MOST specification including

premixing the material with water at OMC in mechanically mix plant,

carriage of mix material by contractor's own tipper to site of work 3950.00 Cum 999.90

including laying in uniform layers with paver in sub base/ base course

on well prep[ared surface and compacting with vibratory roller to

achieve the desired density.

12 Providing and applying evenly priming / tack coat with bitumen @ rate

of 7.5 Kg/ 10 Sq.M. (including heating the bitumen but excluding the 31100.00 Sqm 62.62

cost of bitumen)

13 Providing and laying of 50mm D.B.M. with B.T. Aggregate as per

MORT&H specification with Emulsion RS-1 for tack coat @ 2.5 Kg./10

smt. With Mechanical Sprayer & Bitumen VG-30 Grade ) for mixing @

45.00 Kg./MT. ie. 4.5 % by total weight of mix heating and mixing the

aggregate & asphalt in continuous batch mix plant and transporting to

site and spreading the same by full width sensor paver finisher & 3577.00 MT 4474.30

consolidation with vibratory roller including providing all materials

equipments, tools & plant, fire wood, oil, kerosene, labour charges etc.

complete using contractor's own machinery batch mix plant & sensor

paver finisher etc. complete

14 Providing and laying 50 mm thick Bituminous Macadam with B.T.

aggregate as per M.O.R.T. & H. specification and using emulsion RS-1

as per IS 8887: for tack coat @ 2.50 KG. / 10 Sq.m. with mechanical

sprayer and Bulk asphalt VG-30 for mixing @ 34.00 KG. / M.T. i.e.

% of total weight of mix including heating and mixing the aggregate

and asphalt in continuous of drum mix plant and hot laid process 3179.00 MT 3494.60

spreading the same by paver finisher and consolidation with roller as

per M.O.R.T. & H specification to achieve desired density, including

providing all materials equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc. complete using contractor's own

machinery drum mix plant and paver finisher etc. complete.

15 Providing and laying 40 mm thick Bituminous concrete on existing

bituminous surface and using specification graded machine crushed

with 5.50 % bitumen VG-30 grade by Wt. of total mix as per

specification MORTH including mixing of asphalt with B.T. chips in

continuous batch mix plant transporting same as by full width paver

finisher and consolidation the same with pair of 9 tonnes to 10 tonnes 2986.00 M.T. 4822.75

vibratory roller to achieve desire density and including VG-30 grade

bitumen, cost of emulsion, cost of required tools , plants, all

machineries, equipment fire wood , oil, kerosene, charges etc.

16 Providing and laying 20mm thick Mix seal surfacing using B.T.

aggregate as per MORTH specification and using bitumen emulsion RS-

1 as per IS 8887: for tack coat @2.5 kg / 10sq.m with mechanical

sprayer and bulk asphalt VG-30 for mixing @50.9 KG/MT i.e. 5.09% of

total weight of mix including heating and mixing the aggregate and

asphalt in continuous of drum mix plant and hot laid process spreading 500.00 M.T. 4550.76

the same by paver finisher and consolidation with roller as per MORTH

specification to achieve desire density, including providing all materials

equipments, tools and plants, fire wood, oil, kerosene, labour charges

etc. complete using contractor's own machinery drum mix plant and

paver finisher etc. complete

17 Providing and laying compacted 100mm thick of specified quarry spaull

in side shoulder including carriage of material and spreading on

prepared base including compacting as per MORTH specification etc. 780.00 Cum 343.40

complete as directed. Using excavated material after proper gradation.

18 Providing panel wall for dry stone pitching in uncourased rubble

masonary with had stone of approved quality in cement. mortar 1.5 400.00 Cum 2687.94

including curing etc, complete.

19 Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in 300.00 Cum 4279.98

Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Conventional

20 20mm thick sand faced cement plaster on walls upto height 10 metres

above ground level consisting of 12mm thick backing coat of C.M. 1:3

(1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement 1500.00 Sqm 353.98

: 1-sand) etc. complete.

21 Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of 1500.00 Sqm 122.14

loose powdered materials.etc complete

22 Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms 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 streaks and holes. zebra patta /bump

patta lane/center line/ edge line/cut patta. The white color marking

should provide liminance coefficinet on cemend road shalll be min

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 for

the Retro reflectivity should be two years.

23 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 285.00 Each 326.23

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

integrated cylindrical shanks, (of diameter not less than 19 +/- 2 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-

24 Cautionary Warning Sign :-Providing and fixing sign boards 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 High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 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 10.00 Nos 3906.19

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 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 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. (B) Class-B Type-4 Retro

Reflective sheeting

25 Facility Informatory Sign :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

80 x 60 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

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

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post

of Iron Angle 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 10.00 Nos 3990.64

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 blockof size

x 45 x 60 Cms. 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. (B) Class-B

Type-4 Retro Reflective sheeting.

26 Regulatory / Mandatory Sign :-Providing and fixing sign boards 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

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

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post

of Iron Angle 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 10.00 Nos 3540.12

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 blockof size

x 45 x 60 Cms. 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. (B) Class-B

Type-4 Retro Reflective sheeting.

27 Direction (Junction) Sign :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

244x122 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 High Intensity Prismatic Grade retro refiectivesheeting of Type-4

as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr (2 Nos.)

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

required and frame fabricated from suitable size iron angle of

50x50x5mm; painted with bestquality epoxy coatings in black and 10.00 Nos 21287.51

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

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 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.

(B) Class-B Type-4 Retro Reflective sheeting

28 Village name Sign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60

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

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

ASTMD-4956 and latest M.O.S.T.Specifications; 3.3mtr long stand post

of Iron Angle 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 10.00 Nos 6397.43

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 60 Cms. 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. (B) Class-B Type-4 Retro Reflective sheeting

29 Hazard Marker Sign :-Providing and fixing sign boards made out of

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

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

ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post

of Iron Angle 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 10.00 Nos 3518.69

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 blockof size

x 45 x 60 Cms. 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. (B) Class-B

Type-4 Retro Reflective sheeting

30 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 size iron angle of35x35x3mm; painted

with bestquality epoxy coatings in black and white bends. the details of 10.00 Nos 3711.75

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 60 Cms. 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.

(A) Class-B Type-4 Retro Reflective sheeting

31 Providing and fixing pre-cast concrete kerb stone of gray cement based

concrete block 30cm length,30cm height and 15cm thick of M250

grade concret as per approved design and including excavation for

fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

32 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling 5780.00 Rmt 705.95

and filling the joint with sand in proper line and level as per guidlines of

IRC : SP 63-2018 etc. Complete.

33 Providing, supplying, fabricating and erecting Road Safety

Grill/Protective Safety Railing along roads, culverts, bridges, medians or

specified locations, made from MS steel sections, pipes, flats and

plates of approved size and design, including cutting, bending, welding,

drilling, grinding and finishing, fixing in position with RCC

foundation/pedestals or anchor bolts as required, applying one coat of

approved metal primer and two coats of synthetic enamel paint (or hot-

dip galvanizing where specified), complete with all materials, labour,

tools and plants, transportation, loading, unloading, alignment, curing

of foundations, excavation and disposal of surplus material, and all

incidental works as per approved drawings, specifications and

directions of the Engineer-in-Charge.

34 Excavation for pipe line trenches for water ssupply, sewage line,

manhole etc. all with shoring and struting if required as per required

gradient and line including safety provision using site rails and stacking

excavated stuff including up to all required lead cleaning the site etc. 957.00 Cum 89.89

complete for all lifts and strata as specified. (a) In all sorts if soil and

35 Providing and supplying ISI mark G.I. Pipes with coupling of follwing

class and diameter including all taxes, insurance, transpotation, fright

charges, octroi inspection charges, loading, unloading conveyance to

departmental stores, stacking etc. complete. (IS-1239) (iii) Heavy duty

(A) 150 mm Dia. pipe

36 Lowering, laying, jointing & welding in position to correct line & level

M.S. pipw with outer gunniting & inside lining/Epoxy painting on

pedestal or chairs upon prepared formation or prepared bedding in 850.00 Rmt 181.80

trenches the rates include conveyance from store to site of work

loading, unloading, joint plastering, hydrotesting etc. complete.

37 Providing, supplying, transporting and fixing factory-made Precast RCC

Drain of size 1.00 m (width) × 1.50 m (depth), manufactured with M-30

grade concrete and Fe-500 reinforcement, including U-Type (water seal

trap) arrangement for prevention of foul odour, insects, rodents and

backflow of sewage/wastewater, complete as per approved drawings

and specifications. The work shall include excavation to required depth

and width, dressing and preparation of foundation, providing and

laying PCC bedding of specified grade and thickness, lowering, placing,

aligning and jointing precast drain units, sealing joints with approved

non-shrink cement mortar or sealant, fixing precast covers/gratings 3400.00 Rmt 12625.00

wherever specified, installation of Fuzi units at required intervals,

testing for alignment and watertightness, curing, backfilling with

selected excavated material, compaction around the drain, disposal of

surplus excavated material within specified lead, and all labour,

materials, machinery, loading, unloading, handling, transportation,

lifting, tools and plants, scaffolding, safety provisions, taxes, royalties

and incidentals required for complete execution of the work as

directed by the Engineer-in-Charge.

38 Providing, supplying, transporting and fixing factory-made Precast RCC

Drain of internal size 600 mm × 600 mm, manufactured using M-30

grade concrete and Fe-500 reinforcement, including U-Type (water seal

trap) arrangement for prevention of foul odour, insects, rodents and

backflow of wastewater/sewage, complete as per approved drawings

and specifications. The work shall include excavation to the required

depth and width in all types of soil, dressing and preparation of

foundation, providing and laying PCC bedding of specified grade and

thickness, lowering, placing and aligning precast RCC drain units to the

required line, level and gradient, jointing and sealing with approved

cement mortar/non-shrink grout or sealant, installation of U-Type Fuzi

units at specified intervals, testing for alignment, flow and

watertightness, curing, backfilling and compaction around the drain

with approved material, disposal of surplus excavated material within

the specified lead and lift, and all labour, materials, machinery, loading,

unloading, handling, transportation, lifting, tools and plants,

dewatering (if required), safety provisions, taxes, royalties and

incidental charges necessary for the satisfactory completion of the

work, as directed by the Engineer-in-Charge.

39 Providing, supplying, transporting and installing factory-made Precast

RCC Chamber of internal size 1.00 m × 1.00 m x 1.20 m and required

depth, manufactured with M-30 grade concrete and Fe-500

reinforcement, complete as per approved drawings and specifications.

The work shall include excavation to the required dimensions and

depth, dressing and preparation of foundation, providing and laying

PCC bedding of specified grade and thickness, lowering and placing

precast chamber components including base slab, wall panels/rings

and cover slab, jointing and sealing with approved cement mortar, non-

shrink grout or sealant to ensure watertightness, providing inlet and 64.00 Each 18685.00

outlet openings as required, fixing heavy-duty or medium-duty

CI/DI/RCC cover and frame wherever specified, testing, curing,

backfilling and compaction around the chamber with approved

material, disposal of surplus excavated material within the specified

lead and lift, and all labour, materials, machinery, loading, unloading,

transportation, lifting, handling, tools and plants, dewatering (if

required), safety measures, taxes, royalties and incidental charges

necessary for the satisfactory completion of the work, as directed by

the Engineer-in-Charge.

40 Providing and carrying out diamond core cutting in existing precast RCC

wall of thickness up to 200 mm for openings of 100 mm to 300 mm

diameter, including cutting of reinforcement, removal of core, dressing 128.00 Each 3333.00

of edges, disposal of debris and also GI Pipe jointing with cement

mortar all complete as directed by the Engineer-in-Charge

In Words: Fourteen Crore Fifty-Three Lakh Forty-Nine Thousand Five Hundred Sixty-Five and Seventy-Five Paise Only.

prefer this response

am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated

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

* Estimated Amount * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

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.

2 The labour cess will be deducted as per prevailing 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 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 tender.

5 The amount of dismentalled credit materials at Rs. 0 shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for different grades of Cement Concrte & Asphalt his own cost before

execution as directed and to be approved from the engineer in charge.

Dy. Executive Engineer Executive Engineer

Const. (R&B) sub Division Rajpipla (R&B) Division

Rajpipla Rajpipla