Construction of Various Road Under MMGSY (Trible) in Kawant Taluka Dist. :- Chhotaudepur Pkg. No. 2025- 26/47

Name Of Work :- Construction of Various Road Under MMGSY (Trible) in Kawant Taluka Dist. :- Chhotaudepur Pkg. No. 2025-

Taluka :Kawant District : Chhotaudepur

1 Construction of Pipali Faliya Approach Road km. 0/000 To 0/600 Ta. :- Kawant Dist. :-Chhotaudepur Under MMGSY (2025-26-

2 Construction of Kevadapani Faliya Approach Road km. 0/000 To 1/900 Ta. :- Kawant Dist. :- Chhotaudepur Under MMGSY (2025-

3 Construction of Kagvani Faliya Approach Road km. 0/000 To 1/900 Ta. :- Kawant Dist. :- Chhotaudepur Under MMGSY (2025-26-

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 1.76 Ha 28455.09

bush shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such

trees cut earlier and disposal of unserviceable material and stacking of

serviceable material (area of light density) by mechanical means in area of light

2 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by 2862.00 Cum 1225.97

providing close graded M.C.B.T. material in single layer with motor graderon

prepared surface, mixing by mix in place method with rotovator at OMC and

compacted with vibratory roller 80 to 110 KN static weight to achieve desire

density etc completed.

3 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 mm 1166.00 Cum 1782.18

to 45 mm in required layers including using 16% stone screening 13.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

4 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 2392.00 Cum 1820.44

22.4 mm in required layers including using 24% stone screening 11.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

5 Providing and laying 75 mm Compacted of Specified quarry Spall in side 375.00 Cum 985.86

shoulder including carraige of material and spreading on prepared base including

compacting as per MOST Specification etc... complete.

6 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 22190.00 Cum 137.33

putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge and cutting and toe of spoil bank.

7 Earthwork for embankment including breaking clods, dressing with all lead and 2659.00 Cum 184.85

lift (including watering and consolidation) (C) From Borrowarea within all lead

8 Rolling & watering of earthwork in layers with power roller including filling in 15387.00 Cum 23.18

depressions which occur during the process.

9 Providing and laying evenly Prime coat with emulsion bitumen SS-1 at rate of 14469.00 Sq.mt 61.21

7.5 Kg / 10 Sq.M. etc complete as directed with all labour and materials.

10 Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 2.50 28936.00 Sq.mt 12.63

Kg / 10 Sq.M. on the prepare bituminous surface etc complete as directed with

all labour and materials

11 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of 1086.00 MT. 2338.64

VG-30 at the rate of 1.99% by weight of mix for mixing using B.T.Chips of

required gradation including cleaning and heating asphalt premix materials by

hot mix process in proper gradation and laying with paver finisher and

consolidation by roller of 8 to 10 tonnes including cost of all materials,

Asphalt,aggregates, labour Charges,royalty charges etc.completed as directed.

including flushing key aggregate @0.13 Cum/10 Sq.m.

02. Sch B_MMGSY_ Chhota._Pkg.47.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

12 Providing laying and rolling 25 mm thick open graded premixed bitumineous 760.00 MT. 2685.04

carpet with B.T. aggregate as specified and using bitumen grade VG-30 for

mixing with agreegate at the rate of 3.36 % i.e 33.60 kg/M.T. of total mix

including heating and mixing in drum mix plant and spreading the same with

paver finisher and consolidation with power roller including necessary firewood,

oil, lubricants, labour charges etc. using contractor's own drum mix plant and

equipment, tool etc. completed in accordance with the requirement of

13 Providing and laying seal coat with B.T aggregate as specified using aggregate at 391.00 M.T 3081.45

the rate of 0.18 cum/10 Sqmt and bitumen grade VG-30 for mixing with

aggregate at the rate of 4.5 % i.e 45.00 Kg/M.T of total mix including heating

and mixing in drum mix plant and spreading the same by paver finisher and

consolidation with Power roller including necessary fire wood oil, lubricans

,labour charges using conractor's own drum mixplant, machineries and

equipment ,tools ( including flushing & screened stone dust etc .complete in

accordance with the requirement of specification.

14 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix 459.00 Cum 5022.73

C.C Road laid as directed including temping, vibrating, finishing, curing and

filling in joints with bitumen etc as per Engineer Incharge.

15 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 5.00 Nos. 704.33

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including

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

16 Providing and fixing hectometer as per I.R.C. type design including painting, 19.00 Nos. 356.50

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

17 Providing and fixing guard stone as per I.R.C., type design including white 476.00 Nos. 350.80

washing etc. complete. (I)Fixing in C.C. 1:5:

18 Citizen' s information Board- Providing and fixing of typical information board 3.00 Nos. 23814.79

as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size

fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick

M.S plate shall be welded by two vertical M.S flats & four horizontal M.S flates

5 mm thick to 75 mm x 75 mm of 12 SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of 600mm x 600mm x 750 mm, below

ground level. Painting New letters & figure of any shade with ready mixed

synthetic enample paint of superior quality in required shade and colour, All

sections of framed posts and steel tube will be painted with primer and two coats

of epoxy paints as per detailed drawing

19 Providing and fixing Junction board of M.S. plates and angles as per standard 5.00 Nos. 5236.70

I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation painting

figuring and lettering on board etc. complete as per detailed drawing

20 Road marking with hot applied thermoplastic paints with reflectorising glass 946.00 Sq.mt 367.72

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 beads 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

colour marking should provide liminance coefficinet on cement road shalll 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 for the Retro reflectivity

02. Sch B_MMGSY_ Chhota._Pkg.47.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

21 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 30.00 Nos. 3711.75

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 retro refiectivesheeting of Type-4 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 60 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-B Type-4 Retro

Reflective sheeting

22 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 4.00 Nos. 5045.36

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

fabricated from suitable size 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)...

23 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 32.00 Nos. 2423.74

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 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 &

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

24 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 32.00 Nos. 3808.66

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 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x

x 6mm as 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)

02. Sch B_MMGSY_ Chhota._Pkg.47.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

25 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 430.00 Nos. 217.40

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 - DO III Dt 11.06.

1997. The height, width and length shall not exceed 20 mm, 130 mm and

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 colour of the

marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

26 Supply & fixing logo board of MMGSY and Vanbandhu Kalyan Yojana 6.00 No. 4017.78

diamond size (600mm x 600mm) 16 Gauge & board plate size (900mm x

250mm) 16 Gauge thick M.S plate and 2.40 mt. deep length single angle 75 x

x 6 mm size including fitting and painting lettering with luminous color as per

27 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 2201.38 Cum 259.94

useful materials and disposing of the excavated stuff upto 50 meter lead.(B)

Dense or Hard soil.

28 Providing and filling in foundation with ordinary Cement concrete M-100 mix 296.95 Cum 3341.41

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

29 Providing and laying cement concrete M150 mix providing and necessary 424.06 Cum 3711.75

vertical pin headers including formwork, vibrating,ramming and curing complete.

30 Providing and casting in situ ordinary cement concrete M-150 mix and 2903.63 Cum 3917.79

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-Groves. (A) Height from

31 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 105.00 Rmt 1053.39

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (iv) 300 mm dia.

32 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 30.00 Rmt 2706.60

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (iv) 600 mm dia.

33 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 375.00 Rmt 6621.26

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (iv) 1200 mm dia.

34 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 15478.89 Kg 77.29

binding and placing in position complete upto floor two level

35 Filling around the pipes with murrum including dressing, tampering etc. 1207.54 Cum 90.64

36 White washing with lime on wall surface (two coats) to give an even shade 1303.10 Sq.mt 13.00

including thoroughly booming the surface to remove all dirt, dust; mortar drops

and other foreign matter.

37 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 288.00 No 88.76

of 100mm including laying in proper grede and jointing the completed as per

detailed specification.

38 Providing and laying filter Media 600mm thick directed at the back of abutments, 288.00 Sq.mt 1268.87

returns and wing walls as per detailed specifications.

02. Sch B_MMGSY_ Chhota._Pkg.47.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

39 Providing and casting in situ controlled cement concrete M-250 for average 56.06 Cum 5262.10

75 mm thick wearing coat laid as directed dincluding tamping, vibrating,

finishing, curing and fillingin joints with bitumen complete

40 Dismentaling the existing structure including removing and stacking the 49.95 Cum 952.52

dismentelled materials as and where directed. (B) R.C.C. work

41 Informatory Signs :-Providing and fixing sing boards made out of 2mm 8.00 Nos. 3856.90

aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977

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

epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro

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

frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best qualityepoxy coatings in black and whitebends. the

details of symbol for eachboard shall details of symbol for eachboard shall be as

per the instruction ofengineer in charge. The fixing at site shall be in 1:2:4 CC

block of size 45 x45 x 60cms. for each leg. including excavation curing tec.

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

42 Providing & Fixing " FLOOD GUAGE POST" on Causeway / dip having 8.00 Nos. 2000.81

(Channel size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e. Painting & lettering

with ordinary paint colour as per instruction of engineer in charge.

43 Metal Beam Crash Barrier:- Type - A, "W" : Metal Beam Crash Barrier 40.00 Rmt. 3354.21

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

corrugated sheetmetal beam rail, 70 cm above road/ground level, fixed on ISMC

serieschannel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,

mhigh, 1.1 m below ground/road level, all steel parts and fitments to

begalvanised by hot dip process, all fittings to conform to IS:1367 andIS:1364,

metal beam rail to be fixed on the vertical post with a spacer ofchannel section

150 x 75 x 5 mm, 330 mm long complete as per clause811)

44 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 153.00 Cum 523.29

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for

45 Excavation for foundation in hard murrum and boulders and very stiff or sticky, 314.00 Cum 625.88

clays and other similar strata including shoring and strutting and dewatering as

necessary and disposing of the excavated stuff as directed .

46 Excavation in large boulders and soft rock by welding including shoring, 105.00 Cum 733.63

strutting and dewatering as necessary and disposing of the excavated stuff as

47 Providing and casting in situ controlled cement concrete M-200 for R.C.C. return 529.00 Cum 4288.46

as per drawings including centering shuttering, scaffolding where necessary,

laying vibrating, curing and finishing complete.(A) Height from 0.0 to 5.0 M. (1)

Piers (2) Abutment (3) RCC return

48 Providing and casting in situ controlled cement concrete M-200 for R.C.C. return 43.00 Cum 4816.69

as per drawings including centering shuttering, scaffolding where necessary,

laying vibrating, curing and finishing complete.(A) Height from 5.0 to 10.0 M.

(1) Piers (2) Abutment (3) RCC return

49 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) of 25.07 M.T 73585.61

grade Fe-500D for following items including cutting, bending, hooking, tying

etc. complete as per detailed drawings and specifications for various structural

50 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. 23.00 Cum 5268.16

works in pier cap abutment cap and dirt wall including controlled cement

concrete M-300 Bed block or pedestal or required size below bearings as per

detailed drawings, centering, scaffolding, curing &, vibrating & finishing etc.

51 Providing and casting in situ controlled cement concrete M-250 for R.C.C.solid 146.00 Cum 5326.74

slab including centering, scaffolding, curing and finishing complete.

02. Sch B_MMGSY_ Chhota._Pkg.47.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

52 Providing and fixing mild steel dowel bars of minimum 32mm dia. for anchoring 52.00 Rmt 600.95

by drilling holes in foundation strata including necessary bending, hooking of

dowel bars and grouting the holes complete as per detailed drawing and as

53 Providing and fixing in position FE 500D steel dowel bars in pier caps or 12.00 Each 456.52

abutment caps for anchorage in fixed end as per detailed drawings including

cutting, bending and welding complete.

54 Providing and fixing in position FE 500D steel dowel bars in pier caps or 12.00 Each 534.29

abutments caps for anchorage in free end as per detailed drawing including

cutting, bending and welding complete.

55 Providing and filling sand behind abutments and between returns in layers as 1140.61 Cum 478.83

56 Provding P.V.C. 100 mm diameter water spouts including necessary iron gratings 15.00 Nos. 159.37

as per drawings.

57 Provision of an Reinforced cement concrete crash barrier at the edges of the 60.80 Rmt 1380.67

road, approaches to bridge structures and medians, constructed with M-25 grade

concrete with HYSD reinforcement conforming to IRC:21 and dowel bars

mm dia, 450 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

58 Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm 22.00 Sq.mt 703.53

59 Providing and Laying Tar Paper Bearing as per directed engineer in charge. 3.00 Job 5000.00

60 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium 6.00 Nos. 4676.06

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

withphospheting process & acid teching; coated with one coat of epoxy primer

andtwo coats of best quality epoxy paint; reflectorised with retro refiective

sheetingas per latest M.O.S.T. Specifications; 3.1m long stand post and frame

fabricatedfrom suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as

required; paintedwith best quality epoxy coatings in black and white bends. the

details of symbolfor each board shall be as per the instruction of engineer in

charge. The fixing atsite shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for

each leg. includingexcavation curing tec. complete under the supervision of

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

61 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 20.00 Nos. 3439.81

aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977

pre treated with phospheting process & acid eteching; 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 etc. complete under the supervision of

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

02. Sch B_MMGSY_ Chhota._Pkg.47.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

62 Providing and fixing Number plate of Marble plate stone of required size set in 4.00 No. 306.15

C.M. 1:4 including finishing and engeaving letters etc. completes.

Rupees Five Crore Four Lakh(s) Seventy Three Thousand Two Hundred Forty Three And Paise Seven

I / We am / are willing to carryout the work at ………..% above/Below percent (………………………. Percent above/Below)

(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as

Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...

Deduct……% below Rs: …………………………. Add……% above Rs: ………………………….…

(Please strike out which ever is not applicable.)

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

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.

Credit of Dismentalled /Reuse materils amounting of Rs. 4757.84 Must be fully recovered from respective 1st R.A. Bill

Of Contractor's.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found order.

Sr.Divisional Account Officer Dy.Executive Engineer

Panchayat (R & B) Division Panchyat (R & B) Sub Division

Chhotaudepur Chhotaudepur

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

02. Sch B_MMGSY_ Chhota._Pkg.47.xls Page