MAINTENANCE AND REPAIRING WORK OF VARIOUS SEGMETS OF EXISTING SEWER DRAINAGE LINE AND STORM DRAINAGE LINE AS PER REQUIREMENT IN SUB ZONE - 01 AND OTHER AREA OF SOUTH ZONE-A (UDHANA), SURAT.

Name of work : MAINTENANCE AND REPAIRING WORK OF VARIOUS SEGMETS OF EXISTING SEWER

DRAINAGE LINE AND STORM DRAINAGE LINE AS PER REQUIREMENT IN SUB ZONE - 01 AND OTHER

AREA OF SOUTH ZONE-A (UDHANA), SURAT.

Description Quantity Unit Rate (Excluding

1 Excavation for pipe line trenches for water supply, sewerage

line, machinehole etc. all with showring and struting if

required as per required grediant and line including safety

provisions using site rails and staking excaveted stuff

including up to all required lead cleaning the site etc.

complete for all lifts and and strata as specified.

(A) In hard murrum, boulders & macadam road 50.00 C.M. 155.25

2 Excavation in bituminous road as per required grediant and

line including safety provisions using site rails and staking

excaveted stuff including up to all required lead cleaning the

site etc. complete for all lift as specified.

(B) Excavation in Bituminous road 150.00 C.M. 288.65

Dismantling of structures of roadways, including disposing off

unserviceable material free of cost which will be the

3 owenrship of contractor or as directed by the Engineer with

all leads and lift etc. Including labour, machinery &

equipments required tocomplete this item etc.

(2) Brick / Stone Masonary 25.00 C.M. 550.40

(3) Plain Concrete 0.00 C.M. 609.26

4 Excavation for pipe line trenches for water supply,

sewerage line, machinehole etc. all with showring and

struting if required as per required grediant and line

including safety provisions using site rails and staking

excaveted stuff including up to all required lead cleaning

the site etc. complete for all lifts and strata as specified.

(A) In all sorts of soil and soft murrum

A) Upto 1.50 mt. dpt. From G.L. 400.00 C.M. 102.35

F) for every extra additional depth of 1.5 m or part there of

beyond 7.5 m depth 0.00 C.M. 32.20

5 Refilling of pipeline trenches incl. ramming, watering,

consolidating, desposal of surplus stuff as directed

within a radius of 3.0 Km.. 500.00 C.M. 25.30

6 Providing and supplying ISI standred R.C.C. pipes (of

Sulphate Resisting Cement) in standerd lenth of

following class and diameter suitable for either coller

joints or rubber ring joints including all taxes, insurance,

transportation, freight chargees, octroi, inspection

charges, loading, unloading, conveyance to department

stores, staking etc. complete. (IS 458/1989)

Note : One caller shood be supplied with each full length

plain ended R.C.C. pipe, cost included in rates below.

One rubber ring shood be supplied with each full length

socketed R.C.C. pipe, cost included in rates below.

Lowering, laying and joining R.C.C. pipes in C.M.

1:1:1/2 of following diameters in proper position, grade

and alignment at all level as directed by Engineer-in-

charge. Including conveyance from stores to site of

work, labour, giving hydraulic testing as per ISI code.

(A1) 150 mm dia (NP2 Class) 0.00 Rmt. 248.67

(B1) 250 mm dia (NP2 Class) 0.00 Rmt. 590.55

(B2) 250 mm dia (NP3 Class) 350.00 Rmt. 638.55

(B3) 250 mm dia (NP4 Class) 0.00 Rmt. 868.55

(C1) 300 mm dia (NP2 Class) 0.00 Rmt. 808.85

(C2) 300 mm dia (NP3 Class) 250.00 Rmt. 891.85

(C3) 300 mm dia (NP4 Class) 0.00 Rmt. 1223.85

(D1) 350 mm dia (NP2 Class) 0.00 Rmt. 922.95

(D2) 350 mm dia (NP3 Class) 0.00 Rmt. 1031.95

(D3) 350 mm dia (NP4 Class) 0.00 Rmt. 1531.95

(E1) 400 mm dia (NP2 Class) 0.00 Rmt. 837.80

(E2) 400 mm dia (NP3 Class) 0.00 Rmt. 1324.80

(E3) 400 mm dia (NP4 Class) 0.00 Rmt. 2047.80

(F1) 450 mm dia (NP2 Class) 0.00 Rmt. 1013.65

(F2) 450 mm dia (NP3 Class) 200.00 Rmt. 1557.65

(F3) 450 mm dia (NP4 Class) 0.00 Rmt. 2375.65

(G1) 500 mm dia (NP2 Class) 0.00 Rmt. 1232.35

(G2) 500 mm dia (NP3 Class) 0.00 Rmt. 1702.35

(G3) 500 mm dia (NP4 Class) 0.00 Rmt. 2554.35

(H1) 600 mm dia (NP2 Class) 0.00 Rmt. 1593.20

(H2) 600 mm dia (NP3 Class) 80.00 Rmt. 2208.20

(H3) 600 mm dia (NP4 Class) 0.00 Rmt. 3256.20

(I1) 700 mm dia (NP2 Class) 0.00 Rmt. 2262.20

(I2) 700 mm dia (NP3 Class) 0.00 Rmt. 3205.20

(I3) 700 mm dia (NP4 Class) 0.00 Rmt. 4208.20

(J1) 800 mm dia (NP2Class) 0.00 Rmt. 2448.30

(J2) 800 mm dia (NP3 Class) 0.00 Rmt. 3522.30

(J3) 800 mm dia (NP4 Class) 0.00 Rmt. 5922.30

(K1) 900 mm dia (NP2 Class) 0.00 Rmt. 2867.00

(K2) 900 mm dia (NP3 Class) 0.00 Rmt. 3992.00

(K3) 900 mm dia (NP4 Class) 0.00 Rmt. 7029.00

(L1) 1000 mm dia (NP2 Class) 0.00 Rmt. 3864.25

(L2) 1000 mm dia (NP3 Class) 0.00 Rmt. 5252.25

(L3) 1000 mm dia (NP4 Class) 0.00 Rmt. 8713.25

(M1) 1100 mm dia (NP2 Class) 0.00 Rmt. 3866.35

(M2) 1100 mm dia (NP3 Class) 0.00 Rmt. 5533.35

(M3) 1100 mm dia (NP4 Class) 0.00 Rmt. 9141.35

(N1) 1200 mm dia (NP2 Class) 0.00 Rmt. 4627.00

(N2) 1200 mm dia (NP3 Class) 0.00 Rmt. 6405.00

(N3) 1200 mm dia (NP4 Class) 0.00 Rmt. 10210.00

(O1) 1400 mm dia (NP2 Class) 0.00 Rmt. 5994.10

(O2) 1400 mm dia (NP3 Class) 0.00 Rmt. 8178.10

(O3) 1400 mm dia (NP4 Class) 0.00 Rmt. 14801.10

(P1) 1600 mm dia (NP2Class) 0.00 Rmt. 8873.55

(P2) 1600 mm dia (NP3 Class) 0.00 Rmt. 11830.55

(P3) 1600 mm dia (NP4 Class) 0.00 Rmt. 18365.55

(Q1) 1800 mm dia (NP2 Class) 0.00 Rmt. 10635.50

(Q2) 1800 mm dia (NP3 Class) 0.00 Rmt. 14355.50

(Q3) 1800 mm dia (NP4 Class) 0.00 Rmt. 20002.50

(R2) 2000 mm dia (NP3 Class) 0.00 Rmt. 16880.45

(R3) 2000 mm dia (NP4 Class) 0.00 Rmt. 21718.45

(S2) 2200 mm dia (NP3 Class) 0.00 Rmt. 19405.40

(S3) 2200 mm dia (NP4 Class) 0.00 Rmt. 23434.40

6A Providing and fixing U-PVC (SWR) confirming to IS no.

13592 (Type-B) of Prince / Suprime / Jain / Astral / Tulsi /

Finolex make for soil and waste discharge system at all floor

level incl. all fixtures like bends, tees, shoe etc. joined with

resin of approved brand and manufacture etc. complete.

Providing and laying in trenches galvanised mild steel tubes

6B (medium-grade) TATA , ZENITH , ASIAN ZINDAL make of

the following nominal bore & tube fitting etc.comp.

Providing, laying and joining on true line & level U-PVC pipe

(SCH-40) line incl. fitting make or equivalent as approved by

engineer in charge. Pipe shall be fixed on the wall the help of

6C clamo at every two meter C/C or shall be concealed as

directed incl. necessary fitting etc. incl. testing of pipe and

joints and fixing the same with adhesive solvant incl. cost of

all material etc. complete.

(A) 15 mm dia 20.00 Rmt. 72.65

(B) 25 mm dia 20.00 Rmt. 91.84

Providing and constructing sewer machineholes, scraper

machineholes and unit house connection Chamber as per

the type design in brick masonary in C.M. 1 : 5 and inside

and outside 20 mm thick plastaring in C.M. 1 : 3 necessary

100 mm coping with reinforcement in R.C.C. M-200, fixing

C.I. steps and fixing machinehole frame and covers (but

excluding supply of machinehole frame and covers) over

machineholes and house connection chambers and fixing

machinehole covers (but excluding supplying of machinehole

covers) over scraper machinehole etc. complete. Providing

and fixing Safety chain wherever nesessary as per the

stipulation in the type design Complete as per latest

CPHEEO manul. (Excluding excavation).

(A) machinehole Type "A" circular type having inside

diameter of 1200 mm for depth up to 1.5 m depth (for

mm to 500 mm dia sewer)

1 machinehole Type "A" as above for 1.0 m. depth 30.00 No. 12179.00

2. Extra depth beyond 1.0 m but upto 1.5 m depth for "A"

type machinehole 0.00 Rmt 6628.00

(B) machinehole Type "B" circular type having inside

diameter of minimum1500 mm and for depth from 1.5 m to

4.0 m depth (for 150 mm to 600 mm dia sewers)

1. machinehole Type "B" as above but up to 1.5 m. depth 20.00 No. 21116.00

2. machinehole Type "B" as above but up to 2.0 m. depth 20.00 No. 27272.50

3. machinehole Type "B" as above but up to 2.1 m. depth 20.00 No. 28503.80

4. Extra depth beyond 2.1 m but up to 4.0 m depth for type

"B" machinehole 0.00 Rmt 12313.00

(C) machinehole Type "C" circular type having inside

diameter of mimimum 1500 mm and for depth beyond 4.0 m

to 6.0 m depth (for 150 mm to 1800 mm dia sewers)

1 machinehole Type "C" as above but up to 4.0 m. depth 0.00 No. 52908.00

2. Extra depth beyond 4.0 m and up to 6.0 m depth for type

"C" machinehole above 0.00 Rmt 18786.00

(D) machinehole Type "D" circular type having inside

diameter of mimimum 1500 mm and for depth beyond 6.0 m

to 10.0 m depth (for 150 mm to 500 mm dia sewers)

1 machinehole Type "D1" as above but up to 6.0 m. depth

2. Extra depth beyond 6.0 m and up to 10.0 m depth but type

(E) machinehole Type "D2" circular type having inside

diameter of mimimum 1500 mm and for depth beyond 6.0 m

to 10.0 m depth (for 600 mm to 1000 mm dia sewer)

1 machinehole Type "D2" as above but up to 6.0 m. depth

2. Extra depth beyond 6.0 m and up to 10.0 m depth for type

"D2" machinehole above 0.00 Rmt 22121.00

(F) machinehole Type "D3" circular type having inside

diameter of mimimum 1900 mm and for depth beyond 6.0 m

to 10.0 m depth (for 1100 mm to 1800 mm dia sewer)

1 machinehole Type "D3" as above but up to 6.0 m. depth

2. Extra depth beyond 6.0 m and up to 10.0 m depth for type

"D3" machinehole above 0.00 Rmt 26015.00

(G) Scraper machinehole Type "S1" rectangular type having

inside dimention 1500 mm x 1500 mm for 600 mm dia to

1200 mm dia sewer pipe and for depth 2.5 m to 9.0 m depth

1 Scraper machinehole Type "S1" as above but up to 2.5 m.

depth 0.00 No. 52319.00

2. Extra depth beyond 2.5 m and up to 9.0 m depth for type

"S1" scraper machinehole above 0.00 Rmt 31907.00

(H) Scraper machinehole Type "S2" rectangular type having

inside dimention 1900 mm x 1900 mm for 1400 mm dia

sewer pipes and for depth 2.5 m to 9.0 m

1 Scraper machinehole Type "S2" as above but up to 2.5 m.

depth 0.00 No. 48103.00

2. Extra depth beyond 2.5 m and up to 9.0 m depth for type

"S2" scraper machinehole above 0.00 Rmt 20370.00

8 R.C.C. precast machinehole frame and cover manufacture,

supply & delivery at store or at site of work precast RCC M-

200 frame and cover suitable to drainage line M.H. and as

per type design and drawing including cost of reinforcement

M.S. angles or flat, curing mold work etc.

(A) For Circular Machinehole of ISI marks(heavy duty) 10.00 No. 2294.00

(B) For Scraper machinehole 10.00 No. 7289.00

(C) For House Connection Chamber Light duty 10.00 No. 1733.00

9 Providing & constructing Rectanguler bick mesonary

chamber for house connection as per type design in brick

Masonary in C.M. 1 : 3 including M-100 in foundation M-150

in Benching inside plaster in CM 1:3 and outside plastering in

CM 1:3 coping in M-200 and fixing RCC precast frame and

cover, but excl. supply of frame and cover etc. complete

excl. excavation. 20.00 No. 7922.00

10 Providing & Constructing machinehole as per the type and

design with necessary excavation P.C.C. 1:4:8, benching in

1:2:4, Flyash lime brick masonary in CM 1:4, 12 mm th.

Inside cement plaster in cement mortar 1:3, 150mm th. RCC

slab 1:1½:3, providing and fixing RCC machinehole frame

and cover in cement concete 1:2:4 & 150 mm th. R.C.C. slab

in 1:1.5:3 including Prov. fixing polypropeline steps etc.

"A" TYPE machinehole

Sewer size :up to 600 mm dia

Chamber size : 1200 mm X 1000 mm

Shallow machinehole depth up to 2.5 m.

Rate for 2.50 m depth

(Add or deduct Rs. 653.00 per 0.10m. depth increase or

decrease ) 5.00 No. 23690.00

"B1" TYPE machinehole

Sewer size :up to 1000 mm dia

Chamber size : 1500 mm X 1000 mm

Shallow machinehole depth up to 2.5 m.

Rate for 2.50 m depth

(Add or deduct Rs. 1115.00 per 0.10 mt. depth increase or

decrease ) 10.00 No. 35974.00

"B2" TYPE machinehole

Sewer size :up to 1000 mm dia

Chamber size : 1500 mm X 1000 mm

Deep machinehole with access shaft depth 2.5 m to 4.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 4.00 m depth

(Add or deduct Rs. 644.00 per 0.10 mt. depth increase or

"B3" TYPE machinehole

Sewer size :up to 1000 mm dia

Chamber size : 1500 mm X 1000 mm

Deep machinehole with access shaft depth 4.0 m to 6.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 6.00 m depth

(Add or deduct Rs. 964.00 per 0.10 mt. depth increase or

decrease ) 0.00 No. 77690.00

"C1" TYPE machinehole

Sewer size : 1100 mm to 1400 mm dia

Chamber size : 1800 mm X 1000 mm

Shallow machinehole depth up to 2.5 m.

(Add or deduct Rs. 1228.00 per 0.10 mt. depth increase or

decrease ) 0.00 No. 40173.00

"C2" TYPE machinehole

Sewer size : 1100 mm to 1400 mm dia

Chamber size : 2400 mm X 1000 mm

Deep machinehole with access shaft depth 2.5 m to 4.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 4.00 m depth

(Add or deduct Rs. 644.00 per 0.10 mt. depth increase or

"C3" TYPE machinehole

Sewer size : 1100 mm to 1400 mm dia

Chamber size : 2400 mm X 1200 mm

Deep machinehole with access shaft depth 4.0 m to 6.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 6.00 m depth

(Add or deduct Rs. 964.00 per 0.10 mt. depth increase or

"D1" TYPE machinehole

Sewer size : 1600 mm to 1800 mm dia

Chamber size : 2200 mm X 1000 mm

Shallow machinehole depth up to 2.5 m.

Rate for 2.50 m depth

(Add or deduct Rs. 1369.00 per 0.10 mt. depth increase or

decrease ) 0.00 42801.00

"D2" TYPE machinehole

Sewer size : 1600 mm to 1800 mm dia

Chamber size : 2400 mm X 1200 mm

Deep machinehole with access shaft depth 2.5 m to 4.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 4.00 m depth

(Add or deduct Rs. 644.00 per 0.10 mt. depth increase or

"D3" TYPE machinehole

Sewer size : 1600 mm to 1800 mm dia

Chamber size : 2400 mm X 1200 mm

Deep machinehole with access shaft depth 4.0 m to 6.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 6.00 m depth

(Add or deduct Rs. 964.00 per 0.10 mt. depth increase or

"E" TYPE machinehole

Sewer size : 2000 mm to 2200 mm dia

Chamber size : 3000 mm X 1500 mm

Deep machinehole with access shaft depth 4.5 m to 6.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 6.00 m depth

(Add or deduct Rs. 964.00 per 0.10 mt. depth increase or

11 Providing, Constructing flyash lime brick masonary Inlet

chamber of 750 x 600 x 1500 mm internal dimension with

necessary excavation & refilling 350 mm thick flyash building

brick masonary in cement mortar 1:4, 150mm th. PCC and

benching in CC 1:2:4, 12mm thick cement mortar 1:3 (Add or

Deduct Rs. 701 per 0.10 mt. Depth increase or decrease.)

11.1 Providing & Fixing RCC precast inlet chamber cover of M30

grade as per drawing & specifications. i)

11.2 Providing & Fixing RCC precast inlet chamber frame of M30

grade as per drawing & specifications. i)

12 Making connection (a) up to 900 mm dia 30.00 No. 1100.00

Making connection (b) 900 mm to 1600 mm dia 1.00 No. 1900.00

Making connection (c) more then 1600 mm dia 1.00 No. 2700.00

13 Repairing of Sewer/Storm drainage manhole shaft size

850mm x 850mm) on existing Sewer/Storm drainage lines

including excavation up to 0.75 mt. depth, Dismentaling of

damaged manhole up to required depth(i.e frame

cover,coping,brick masonry etc.)and reconstruction of the

same up to 0.75 mt. depth in Brick Masonry 23 cm thick in

C:M 1:4,Plaster 15 mm thick C:M 1:3 inside and out side

Coping in C:C 1:2:4 and conveying, carting & fixing of

C.I/R.C.C Manhole frame cover ( to be issued from any of

the Municipal Store), Refilling , Curing of repaired manhole

work shall be carried up to 10 days from the repairing an

arrangement for to be done by contractor for protection of

repaired work against traffic etc. complete.

(Add / Deduct Rs. 305.36/- per 0.10mt. Depth Increase or

Decrease.) 0.00 No. 3857.00

14 Reparing of only M.H frame cover including fixing M:H in C:C

1:2:4 and curing work upto 10 days and protection of

repaired work against traffic etc. complete. 80.00 No. 823.00

15 Repairing of Sewer/Storm drainage manhole shaft size

1200mm x 1200mm) on existing Sewer/Storm drainage lines

including excavation up to 0.75 mt. depth, Dismentaling of

damaged manhole up to required depth(i.e frame

cover,coping,brick masonry etc.)and reconstruction of the

same up to 0.75 mt. depth in Brick Masonry 23 cm thick in

C:M 1:4,Plaster 15 mm thick C:M 1:3 inside and out side

Coping in C:C 1:2:4 and conveying, carting & fixing of

C.I/R.C.C Manhole frame cover( to be issued from any of the

Municipal Store), Refilling , Curing of repaired manhole

work shall be carried up to 10 days from the repairing an

arrangement for to be done by contractor for protection of

repaired work against traffic etc. complete.Add / Deduct Rs.

382.86/- per 0.10mt. Depth Increase or Decrease.

16 Repairing of only Inlet Chamber frame cover including fixing

inlet Chamber in C:C 1:2:4 and curing work up to 10 days

and protection of repaired work against traffic ect. complete.

17 Repairing of strom drainage Inlet chamber size

600mmx750mm) on existing strom drainage lines including

excavation up to 0.75 mt. depth,Dismentailing of damaged

intel chember up to required depth (i.e. frame cover, coping,

brick masonry ect) and reconstruction of the same up to

mt. depth in brick masonry 35 cm thick in C:M: 1:4, Plaster

12mm thick C:M inside, coping in C:C 1:2:4 and conveying,

carting & fixing of C.I/R.C.C. Precast inlet frame cover (to be

issued from any of the Municipal Store) Refilling, curing of

repaired inlet Chamber work shall be carried up to 10 days

from the repairing an arrangement for to be done by

contractor for protection of repaired work against traffic ect.

(Add / Deduct Rs.492.86/- per 0.10mt. Depth Increase or

18 Providing & construction Brick work using Fly Ash bricks

having crushing strength not less than 35 kg./ sq .cm. in

foundation & plinth in C.M. 1:6 ( 1 cement : 6 fine sand )

etc.comp. 70.00 CM 4237.00

19 Providing & Applying 15mm thick cement plaster in single

coat on brick/concrete walls similar surfaces for plastering &

finished even & smooth with a floating coat of cement slurry

mixed with admixture of lime or neeru in required proportion

etc. comp.in C.M. 1:3 (1 Cement:3 Sand )(A) For wall and

similar surfaces. 70.00 SM 237.51

20 Making Existing Drainage Connection Vata including Brick /

Roda Masonary /Plaster with Admixture Chemical work

including before and after works of Photograph etc

completed.item includ all labour plant & tools required for as

per this site. 160.00 No. 250.00

21 Fixing R.C.C. precast machinehole frame with cover

manufacture, in C.C. (1:2:4) including carting etc.complete.

Excluding cost of .C.C. 30.00 No. 225.00

22 Providng and casting in situ C.C. in grade M-15 (1 : 2 : 4) for

fixing R.C.C. Precast machinehole frame cover including

scaffolding, centering, form work etc. complete. 8.00 CM 4732.00

23 Dewatering by pumping set of required capacity including

temporary platform carting pupping at site and fixing the

same in position including all accessories, and fuel and

labour etc. complete. 200.00 Hp/Hr 18.32

24 Providing, maintaining up to the required period safe

guarding lightening the excavated trenches with proper red

flag and red lights along with the barricading, fencing with

timber ballies, bamboos, G.I. Sheetes, provision of the

chowkidars as directed by Engineer-in-charge. 50.00 S.M. 12.05

Shoring or timbering for trench with 50mm thick planks and

suitable size struts etc. complete (including cost of local

wood material.) as this is included/mentioned in item no 4 but

for taking extra safety purpose if site condition/site

requirement arises & suggested by engineer in charge then

this item shall be executed with prior permission.

Providing and constructing brick masonary ACCESS SHAFT

of 850 x 850 mm internal dimention with 350 mm thickness

B.B. mesonary in CM 1:4 & i/s & o/s 15 mm thick cement

plaster in CM 1:3 as per drawing & specification. (Add or

Deduct Rs. 843 per 0.10 mt. Depth increase or decrease.)

27 Carting and recarting of excaveted earth from any site to

required place as per requirment and directed by engineer in

(K) Above 5.00 Km and up to 10.00 Km 0.00 CM 110.80

28 Trecing of old machinehole

All type 10.00 No. 1202.00

29 Temporary diversion of sewage by plugging the machinehole of the

sewer line. The necessary rubber plug and Air Compressor

arraigement Etc. shall be supplied by The contractor at own cost

150mm-400mm sewer line 5 No. 20089.29

450mm-600mm sewer line 0 No. 20982.14

700mm-1200mm sewer line 0 No. 23660.71

Providing & construction simple chamber of 23 cm. th'

B.B.Masonary in C.M1:5 with cement plaster 15 mm th' in

C.M.1:3 inside & outside to exposedfaces, R.C.C. top slab

with1:2:4 mix ( 1 cement: 2 Sand : 4 Grade stoneaggregate 20mm

size) ,Foundation concrete 1:5:10 & fixing C.I. cover withframe to

be not less than 38 kg. On top etc. comp.Insidedimension ,455x610

mm &450 mm deep for single pipe

(A) Same as above but Precast RCC heavy duty Cover

instead of C.I. Cover 1 No. 2681.76

Extra for every additional depth of 0.1 mt beyoung 0.45 mt 1 No. 242.39

TOTAL AMOUNT : Rs.

TOTAL AMOUNT : Rs.

EXECUTIVE ENGINEER,

SOUTH ZONE-A(UDHNA),

SURAT MUNICIPAL CORPORATION,