PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2ND ATTEMPT)

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

NAME OF WORK: PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE

T.P. ROAD FROM NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO

SHREEJI ARCADE T.P. 61 (PARVAT-GODADARA) IN SOUTH EAST

ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

TENDER NOTICE (online) NO:

Dy. Muni.Commissioner/SEZ/22/2025-26

VOLUME-II: PRICE BID

Download of tender documents from : 07/03/2026 to 30/03/2026, up to 18.00 hrs.

website smctender.nprocure.com

Date of Pre-bid conference : Bidders shall have to post queries on E-mail

address [email protected] on or before

Last date of submission of online tender : Up to 30/03/2026, up to 18.00 hrs.

Submission of tender fees, EMD and other : Upto 09/04/2026 18.00 Hrs. in Sealed Envelop

documents in hard copy Strictly to The Chief Accountant S.M.C. Muglisara

Surat By R.P.A.D/ Speed Post

Estimated Cost : Rs. 1,01,67,763.55/-

Earnest Money Deposit (EMD) : Rs. 1,01,700.00/-

Document Fees + 18% GST : Rs. 4,248.00/- (Incl. 9% CGST + 9% SGST)

Opening of Tender (Online) : On 01/04/2026, 11.00 hrs.

Tender to be submitted to:

The Chief Accountant,

Surat Municipal Corporation,

Muglisarai, Surat – 395

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

1. NAME OF WORK

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD

FROM NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P.

(PARVAT-GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attem

1) ESTIMATED COST OF CAPITAL WORK:Rs. 1,01,67,763.55/-(Excluding

(One Crore One Lakh Sixty-Seven ThousandSeven Hundred Sixty-ThreeRupees and Fifty-

FivePaise Only)

TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:

PERCENTAGE HIGHER / BELOW OFRs. 1,01,67,763.55/-(Excluding GST)

TENDER AMOUNT (IN FIGURES): Rs. __________________

TENDER AMOUNT (in WORDS): Rs. __________________

Rate Quoted by bidder shall be inclusive of all taxes but Excluding GST. GST shall be

paid extra as per prevailing rules.

SIGNATURE AND SEAL OF THE CONTRACTOR:

NAME AND ADDRESS:

SIGNATURE OF WITNESS:

NAME AND ADDRESS:

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

2. SCHEDULE – B

SR.No. ITEMS QTY. PER

Excavation for pipeline trenches for

water supply, sewage line

Machinehole etc. all with shoring

and stuting if required as per

required gradient and line including

safety provision using site rails and

stacking excavated stuff up to a lead

of 90 mts. cleaning the site etc.

complete for lifts and strata as

(A) In hard murrum, boulders &

Excavation in bituminous road 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, completye for all lift as

(B) Excavation in Bituminous road 566.00 288.65 C.M.

Excavation for pipe line trenches for

water supply sewerage line

machinehole etc. all with shoring and

struting if required as per required

gradient and line includign safety

provisions using site rails and

stacking excavated stuff including up

to all required lead cleaning the site

etc. complete for all lifts and strata as

In C.C. Road 141.50 427.80 C.M.

Excavation for pipe line trenches for

water supply, sewerage line,

Machinehole etc. all with shoring

and strutling if required as per

required gradient and line including

safety provisions using site rails and

stacking excavated stuff including up

to all required lead cleaning the site

etc. complete for all lifts and strata as

(A) in all sorts of soil and soft

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

(A) Upto 1.5 Mt. dpt.from G.L. 8,215.00 102.35 C.M.

(C) 3.0 Mt TO4.50 Mt depth - 118.45 C.M. -

(D) 4.5 Mt. TO 6.00 Mt. Depth - 125.35 C.M. -

(E) 6.0 Mt TO7.50 Mt depth - 129.95 C.M. -

(F) 7.5 Mt. TO 9.00 Mt. Depth - 162.15 C.M. -

Providing cutting of existing

bituminous surface up to suitable

depth in line and alignment using

Mechnically operated cutter machine

before excavating existing surface 1,571.00 51.00 RM

for utility laying including cost of all

type of machinery, fuel, labour etc.

and as per direction of engineer

Providing and laying compacted

granular bedding as per drawing 765.00 329.00 C.M.

Providing, maintaining upto the

required period safe guarding

lightening the excavated trenches

with proper barricading, fencing with

timber ballies, bamboos, G.I.Sheetes,

red flag and red lights along with the

provision of the chowkidarsas

directed by Engineer-in-charge.

Providing & Installation of

barricades incl. supplying, painting,

with flurescent paint and fixing, CGI

sheets 24 SWG of 1.80 m height &

M.S. posts angle 40 x 40 x 5 mm at

2.0 m c/c and dismantling the same

after complition of work as directed

by Engineer - in - Charge.

Providing and supplying ISI

Standard R.C.C. pipes(of Sulphate

Resisting Cement) in standard

lengths of following class and

diameter suitable for rubber ring

joints including all taxes, insurance,

transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyance to

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

departmental stores, stacking etc.

complete (IS 458/2021)

Note: One rubber ring should be

supplied with each full length

socketed pipe, cost included in rates

Lowering, laying and jointing R. C.

C. pipes 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) 300 mm dia (NP3 Class) 50.00 891.85 Rmt.

(A3) 300 mm dia (NP4 Class) - 1,223.85 Rmt. -

(A2) 450 mm dia (NP3 Class) 435.00 1,557.65 Rmt.

(A3) 450 mm dia (NP4 Class) - 2,375.65 Rmt. -

(B1) 500 mm dia (NP2 Class) - 1,232.35 Rmt. -

(B2) 500 mm dia (NP3 Class) - 1,702.35 Rmt. -

(B3) 500 mm dia (NP4 Class) - 2,554.35 Rmt. -

(C1) 600 mm dia (NP2 Class) - 1,593.20 Rmt. -

(C2) 600 mm dia (NP3 Class) 225.00 2,208.20 Rmt.

(C3) 600 mm dia (NP4 Class) - 3,256.20 Rmt. -

(D1) 700 mm dia (NP2 Class) - 2,262.20 Rmt. -

(D2) 700 mm dia (NP3 Class) 80.00 3,205.20 Rmt.

(D3) 700 mm dia (NP4 Class) - 4,208.20 Rmt. -

(E1) 800 mm dia (NP2Class) - 2,448.30 Rmt. -

(E2) 800 mm dia (NP3 Class) 121.00 3,522.30 Rmt.

(E3) 800 mm dia (NP4 Class) - 5,922.30 Rmt. -

(F1) 900 mm dia (NP2 Class) - 2,867.00 Rmt. -

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

(F2) 900 mm dia (NP3 Class) 294.00 3,992.00 Rmt.

(F3) 900 mm dia (NP4 Class) - 7,029.00 Rmt. -

(G1) 1000 mm dia (NP2 Class) - 3,864.25 Rmt. -

(G2) 1000 mm dia (NP3 Class) 116.00 5,252.25 Rmt.

(G3) 1000 mm dia (NP4 Class) - 8,713.25 Rmt. -

(H1) 1100 mm dia (NP2 Class) - 3,866.35 Rmt. -

(H2) 1100 mm dia (NP3 Class) - 5,533.35 Rmt. -

(H3) 1100 mm dia (NP4 Class) - 9,141.35 Rmt. -

(I1) 1200 mm dia (NP2 Class) - 4,627.00 Rmt. -

(I2) 1200 mm dia (NP3 Class) 186.00 6,405.00 Rmt.

(I3) 1200 mm dia (NP4 Class) - 10,210.00 Rmt. -

(J1) 1400 mm dia (NP2 Class) - 5,994.10 Rmt. -

(J2) 1400 mm dia (NP3 Class) 64.00 8,178.10 Rmt.

(J3) 1400 mm dia (NP4 Class) - 14,801.10 Rmt. -

(K1) 1600 mm dia (NP2Class) - 8,873.55 Rmt. -

(K2) 1600 mm dia (NP3 Class) - 11,830.55 Rmt. -

(K3) 1600 mm dia (NP4 Class) - 18,365.55 Rmt. -

(L1) 1800 mm dia (NP2 Class) - 10,635.50 Rmt. -

(L2) 1800 mm dia (NP3 Class) - 14,355.50 Rmt. -

(L3) 1800 mm dia (NP4 Class) - 20,002.50 Rmt. -

(M2) 2000 mm dia (NP3 Class) - 16,880.45 Rmt. -

(M3) 2000 mm dia (NP4 Class) - 21,718.45 Rmt. -

(N2) 2200 mm dia (NP3 Class) - 19,405.40 Rmt. -

(N3) 2200 mm dia (NP4 Class) - 23,434.40 Rmt. -

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

Providing & Constructing

Machinehole as per type & design

with necessary excavation, PCC in

1:4:8, benching in 1:2:4 ,brick

masonary in C.M. 1:4, 12 mm th.

inside plaster in C.M. 1:3, Prov. &

fixing RCC MH frame & cover in

c.c. 1:2:4, & 150 mm th. R.C.C. slab

in 1:1:5:3 including prov. fixing

polypropelene steps etc. comp.

TYPE-A Upto 600 mm DIA (1200

(Add or Deduct Rs.653 per

0.10 Mt.Depthincrease or

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

TYPE- B1 Upto 1000 mm DIA

(Add or Deduct Rs.1115.00 per

0.10 Mt.Depthincrease or

TYPE- B2 Upto 1000 mm DIA

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

(Add or Deduct Rs.644.00 per -

0.10 Mt.Depthincrease or

TYPE- B3 Upto 1000 mm DIA

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

(Add or Deduct Rs.964.00 per -

0.10 Mt.Depthincrease or

TYPE- C1 Upto 1400 mm DIA

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

(Add or Deduct Rs.1228.00 per

0.10 Mt.Depthincrease or

TYPE- C2 Upto 1400 mm DIA

(Add or Deduct Rs.644.00 per

0.10 Mt.Depthincrease or

TYPE- C3 Upto 1400 mm DIA

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

(Add or Deduct Rs.964.00 per -

0.10 Mt.Depthincrease or

TYPE- D1 Upto 1800 mm DIA

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

(Add or Deduct Rs.1369.00 per -

0.10 Mt.Depthincrease or

TYPE- D2 Upto 1800 mm DIA

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

(Add or Deduct Rs.644.00 per -

0.10 Mt.Depthincrease or

TYPE- D3 Upto 1800 mm DIA

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

(Add or Deduct Rs.964.00 per -

0.10 Mt.Depthincrease or

TYPE- E Upto 2000-2200 mm DIA

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

(Add or Deduct Rs.964.00 per -

0.10 Mt.Depthincrease or

Providing constructing brick

masonary INLET CHAMBER OF

750*600*1500 mm internal

dimension with necessary excavation

refilling 350 mm th Br. masonary in

C.M 1:4,150 mm th.p.c.c.& benching

in c.c. 1:2:4,12mm th. plaster in

C.M. 1:3 for inside& cement

poining in C.M. 1:3 for o/s prov. &

fixing precast RCC frame & cover of

M30 grade as per drawing &

specification. rate for 1.5 mt depth

Add. or ded. Rs. 701 per every 10 cm

increase or decrease in depth

Providing and cast in situ. C.C. in

grade M-25 proportions of

ingredlents as per mix design by

weigh batching using granite.

quartzite trap metal of size 12 mm to

20 mm and or 6 mm to 12 mm

including scaffolding centering

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

formwork, needle vibrated

consolidation, curing and hydraulic

testing etc. complete (Excluding cost

of reinforcement) up to 6 meter

height / depth Av. G.I. for all water

retaining structures. with PCC (M-

15) and reinforcement with TMT FE

(a) PCC (M-15)(Without Formwork) - 4,732.00 CM -

(b) RCC - for base slab (without

(c) RCC - for top slab (with Shuttering) - 8,077.00 CM -

(d) RCC - for wall (Above 25cm) - 7,936.00 CM -

(e) TMT Fe-500 Reinforcement - 77,504.00 MT -

Providing & constructing brick

masonary ACCESS SHAFT of 850 *

850 * 1000 mm internal dimention

with 350 mm th. B.B. masonary in

cement plaster in CM 1:3 as per

drawing & specification.(Depth up

Add. or ded. Rs. 843 per every 10 cm

increase or decrease in depth

Making connection with the

Machinehole by boring hole on the

masonary of Machinehole and

jointing pipe with cement mortar in

prop. (1:2) inside as well as outside

of existing Machinehole, curing etc.

complete as directed by Engineer-in-

3) more than 1600 mm 2.00 2,700.00 No.

Dewatering by pumping set of

required capacity including

temporaty platform carting pumping

at site and fixing the same in position

including all accessories, and fuel

and labour etc. complete.pump set of

(Note :- This item shall only be

executed when bailing out of

drainage/subsoilwater is more than

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

Providing and filling rubbles

including hand packing and filling

interstices with quarry spalls behind 25.00 1,064.80 C.M.

abutments and between returns as

Providing Rubble Pitching with hard

stone of approved quality in cement

mortar 1:6 (1 Cement : 6 Coarse 25.00 2,550.00 C.M.

sand) including levelingup ,Curing

etc. complete excluding pointing

Refilling the pipeline trenches incl.

ramming, watering consolidating

desposal of surplus stuff as directed

within a radius of 3 K.M.

Drilling of various dia Horizontal

borehole for watermain pipeline

crossing under the road incl in all

strata with required length incl

Providing and fixing of various dia

M.S/RCC/DICL casing pipe with

pushing etc complete various size of

pipe for various dia watermain

Without Water main with

Providing and Fixing of MS

1232 mm dia OD 16 mm thickness - 41,189.00 Rmt. -

1844 mm dia OD 22 mm thickness - 80,070.79 Rmt. -

Supplying and laying flexible

gabions of size 1mx1mx1m(mesh

size 100mmx100mm) of rope 9mm

diaP.P.materials filled with 10 to

kg trap rubble stone (approximate

weight 1.5 tonne)as per drawing

including packing, inter locking of

stones and stiching, fusing top of

gabione and tying to each other and

laying to the required line, level,

slope with all leads and lifts as

directed etc. complete.

Demolition/Dismentalling RCC

work or masonry work or removing

of paver block flooring in any part

including stacking of

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

serviceable/useful material and

disposal of unserviceable material

with all lead and lift.

(a) Brick masonry work/Paver block 25.00 550.40 CM

(b) RCC work 25.00 1,057.47 CM

(c) Unreinforced c.c. 25.00 609.26 CM

Providing, Laying and jointing on

true line and level UPVC pipe (SCH-

Prince/Supreme/Jain/Astral/

Tulsi/Finolex make including fittings

make or equivalent as approved by

engineer-in-charge. Pipe shall be

fixed on the wall the help of clamp at

every two meter C/C or shall be

concealed as directed including

necessary fittings etc. including

testing of pipe and joints and fixing

the same with adhesive solvent,

including cost of all materials.

15 mm Dia 25.00 72.65 Rmt

25 mm Dia 25.00 91.84 Rmt

40 mm Dia 25.00 148.12 Rmt

50 mm Dia 25.00 195.67 Rmt

Preparation of as built drawing of

pipeline and different valveslaid

under this work by showing location

of each and every pipe in two

dimension-horizontal and vertical

with respect GIS systemalong with

invert levels of the pipeline and

different valves. The contractor shall

submit two sets of as built drawings

periodically, without which the

subsequent R.A. Bill of the work will

not be processed payment purpose.

On completion of the entire work the

contractor shall submit as built

drawings for the whole work in six

(6) sets along with two (2) soft

copies as directed by Engineer-in-

Charge. The item includes all

required equipments, materials, man

power for execution.

Providing Temporary khadi

- 44,642.86 Lumpsum -

diversion for facilating construction

PROVIDING AND LAYING STORM DRAINAGE LINE ON 24 MT WIDE T.P. ROAD FROM

NILGIRI CIRCLE T.P. 40 (LIMBAYAT-DINDOLI) TO SHREEJI ARCADE T.P. 61 (PARVAT-

GODADARA) IN SOUTH EAST ZONE (LIMBAYAT). (PHASE-1) (2nd Attempt)

SR.No. ITEMS QTY. PER

of khadi including all kind of tools,

tackles, machineries, labours,

equipments, etc. to handle flow in

the Khadi for both side.

TOTAL AMOUNT Rs.

TOTAL AMOUNT Rs.

SIGNATURE OF THE CONTRACTOR: - Executive Engineer,

ADDRESS: - South East Zone (Limbayat),

DATE: - Surat Municipal Corporation,