PROVIDING AND LAYING 250 MM DIA RCC NP3 CLASS DRAINAGE PIPE LINE BY REPLACING EXISTING OLD DRAINAGE LINE AT RAZA NAGAR SLUM AREA OF T.P.S. NO. 07 (ANJANA) OF SOUTH EAST ZONE (LIMBAYAT). (2ND ATTEMPT)

NAME OF WORK: PROVIDING AND LAYING 250 MM DIA RCC NP3 CLASS

DRAINAGE PIPE LINE BY REPLACING EXISTING OLD

DRAINAGE LINE AT RAZA NAGAR SLUM AREA OF T.P.S. NO.

07 (ANJANA) OF SOUTH EAST ZONE (LIMBAYAT). (2ND

Tender Notice (Online No: Dy. Muni. Commissioner/ SEZ/ 20/ 2025-26 (Work No. 20)

VOLUME-II: PRICE BID

Last date of download of tender : 30/01/2026 to 17/02/2026, up to 18:00 hrs.

documents from website

smctender.nprocure.com

Pre-bid query : Bidders shall have to post their queries on E

Mail address [email protected] on or

before Dt. 05/02/2026

Last date of submission of online : Up to 17/02/2026, up to 18:00 hrs.

Last date of submission of tender : Upto 25/02/2026 18.00 Hrs in Sealed Envelope

fees, EMD and other documents in Strictly by R.P.A.D / Speed Post to The Chief

hard copy (as mentioned in Accountant, Surat Municipal Corporation,

Tender Document) Muglisara, Surat, Gujarat, India.

Estimated Cost : Rs. 1,23,21,870.62 (Excluding GST)

Earnest Money Deposit (EMD) : Rs.

Document Fees : Rs.4,248.00 (Incl. CGST 9% and SGST 9%)

Opening of Tender (Online) : From 18/02/2026, 16.00 Hrs. onwards. If possible

Tender to be submitted to:

The Chief Accountant,

Surat Municipal Corporation,

Muglisarai, Surat – 395

1. NAME OF WORK

PROVIDING AND LAYING 250 MM DIA RCC NP3 CLASS DRAINAGE PIPE

LINE BY REPLACING EXISTING OLD DRAINAGE LINE AT RAZA NAGAR

SLUM AREA OF T.P.S. NO. 07 (ANJANA) OF SOUTH EAST ZONE

(LIMBAYAT). (2ND ATTEMPT)

1) ESTIMATED COST OF CAPITAL WORK: Rs. 1,23,21,870.62 (Excluding

(One Crore Twenty-Three lakh Twenty-One Thousand Eight Hundred Seventy

Rupees and Sixty-Two paisa only.)

TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:

PERCENTAGE HIGHER / BELOW OF Rs.

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:

2. SCHEDULE – B

ITEMS QTTY. RATE PER AMOUNT

Providing cutting of existing bituminous surface 3255.00 51.00 RM

up to suitable depth in line and alignment using

Mechanically operated cutter machine before

excavating existing surface for utility laying

including cost of all type of machinery, fuel,

labour etc. and as per direction of engineer in

Excavation for pipeline trenches for water

supply, sewerage line, machine hole etc. all with

shoring and strutting 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 specified.

In hard murrum, boulders incl. macadam road. 591.00 155.25 C.M.

Excavation in bituminous road 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 as specified.

Excavation in Bituminous road 591.00 288.65 C.M.

Excavation for pipeline trenches for water

supply, sewerage line, machine hole etc. all with

shoring and strutting 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 specified.

In all sorts of soil and soft murrum

(A) Upto 1.5 Mt. dpt.from G.L. 8020.00 102.35 C.M.

(C) 3.0 Mt TO 4.50 Mt depth 50.00 118.45 C.M.

(E) 6.0 Mt TO 7.50 Mt depth 0.00 129.95 C.M. -

Supplying & Filling with fine sand in compacted 750.00 329.00 C.M.

thickness over the base including watering

ramming, consolidating & dressing etc.

complete. Item includes by using vibratory plates

compacted machine and as directed by engineer

ITEMS QTTY. RATE PER AMOUNT

Providing, maintaining upto the required period 2630.00 12.05 S.M.

safe guarding lightening the excavated trenches

with proper barricading, fencing with timber

ballies, bamboos, G.I. Sheets, red flag and red

lights along with the provision of the chowkidars

as directed by Engineer-in-charge.

Providing and supplying ISI Standard R.C.C.

pipes 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 departmental stores,

stacking etc. One rubber ring should be supplied

with each full length socketed pipe, cost included

in rates below.

Lowering, laying and jointing 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 IS code.

(A)150 mm dia (NP2 Class)-For Connection 168.00 375.45 Rmt.

(B)150 mm dia (NP3 Class)-For Connection 168.00 403.45 Rmt.

(C) 250 mm dia (NP3 Class) 2895.00 638.55 Rmt.

(D) 250 mm dia (NP4 Class) 24.00 868.55 Rmt.

(E) 300 mm dia (NP3 Class) 0.00 891.85 Rmt. -

(F) 300 mm dia (NP4Class) 0.00 1223.85 Rmt. -

Providing and constructing Sewer manholes,

scraper manholes and unit house connection

chamber, as per the type design in brick masonry

in C. M. 1:5 and inside and outside 20mm thick

plastering in C. M. 1:3 necessary 100 mm coping

with reinforcement in R.C.C.M.200 fixing C. I.

steps and fixing manhole frame and covers (But

excluding supply of manhole frame and covers)

over manholes and house connection chambers

and fixing Manhole covers (but excluding

supplying of manhole covers) over scraper

manhole etc. complete, providing and fixing

safety chain wherever necessary as per the

ITEMS QTTY. RATE PER AMOUNT

stipulations in the type design complete as per

latest CPHEEO manual.(excl. excavation).

TYPE-A 1200 mm DIA

(Add or Deduct Rs.662.8 per

0.10 Mt. Depth increase or

TYPE- B 1500 mm DIA

ITEMS QTTY. RATE PER AMOUNT

(Add or Deduct Rs.1231.3 per

0.10 Mt. Depth increase or

TYPE-C 1500 mm DIA

ITEMS QTTY. RATE PER AMOUNT

(Add or Deduct Rs.1878.6 per

0.10 Mt. Depth increase or

900mm dia 1.0mt. depth 10.00 5718.00 No.

900mm dia 1.5mt. depth 10.00 7893.00 No.

1000mm dia 1.0mt. depth 10.00 6271.00 No.

1000mm dia 1.5mt. depth 10.00 8735.00 No.

Making connection with the manhole by boring 42.00 267.86 No.

hole on the masonry of manhole and jointing pipe

with cement mortar in prop. (1:2) inside as well

as outside of existing manhole, curing etc.

Complete as directed by Engineer-in-charge.

Dewatering by pumping set of required capacity

including temporary platform carting pumping at

site and fixing the same in position including all

accessories, and fuel and labour etc. complete.

Pump set of Capacity 500.00 18.32 HP/H

RCC precast M.H. Frame & Cover Manufacture,

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc.

(A) For Circular machine hole (heavy duty) 126.00 2294.00 No.

(B) For Scraper machine hole. 0.00 7289.00 No. -

(C) For House Connection Chamber light duty 585.00 1733.00 No.

ITEMS QTTY. RATE PER AMOUNT

Refilling of pipeline trenches incl. ramming, 5992.00 25.30 C.M.

watering, consolidating disposal of surplus stuff

as directed within a radius of 3 km.

Work of Temporary diversion of sewage by

plugging the manholes at upstream and

downstream of the sewer stretches proposed to

be replaced. The rubber plug required for the

plugging the drainage line shall be procured by

the contractor and the same shall be the property

150mm-400mm sewer line 5.00 20089.29 Nos.

450mm-600mm sewer line 0.00 20982.14 Nos. -

700mm-1200mm sewer line 0.00 23660.71 Nos. -

Providing and constructing rectangular brick 585.00 7922.00 No.

masonry chamber for house connection as per

type design in brick masonry in C. M. 1:3

including M-100 in foundation M-150 in

benching inside plastering in C. M. 1:3 and

outside plastering in C. M. 1:3 coping in M200

and fixing RCC precast machine hole frame and

covers, but Excl. supply of machine hole and

cover etc. complete excl. excavation.

Providing & Fixing U-PVC pipe (SWR)

confirming to IS no. 13592 (Type "B") of Prince/

Supreme/ Jain/ Astral/ Tulsi/ Finolex make for

soil and waste discharge system at all floor levels

incl. All fixtures like bends, tees, shoe etc. jointed

with resin of approved brand & manufacture etc.

Providing & laying in trenches galvanised mild

steel tubes(medium grade) TATA / ZENITH /

ASIAN / JINDAL MAKE of the following

nominal bore & tube fittings etc. comp..-

(C) 65mm dia 50.00 723.83 Rmt.

Providing, Laying and jointing on true line and

level UPVC pipe (SCH-40) line of

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

ITEMS QTTY. RATE PER AMOUNT

and joints and fixing the same with adhesive

solvent, including cost of all materials.

15 mm Dia 20.00 72.65 Rmt.

25 mm Dia 20.00 91.84 Rmt.

Carting and Recarting of excavated earth from

any site to required place as per requirement and

directed by engineer in charge

Preparation of as built drawing of pipeline and 3.255 6250.00 KM

different valves laid under this work by showing

location of each and every pipe in two dimension-

horizontal and vertical with respect GIS system

along 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 the Engineer-in-charge. The item

includes all required equipment’s, materials, man

power for execution of complete item.

Demolition/Dismantling RCC work or masonary

work or removing of paver block flooring in any

part including stacking of serviceable/useful

material and disposal of unserviceable material

with all lead and lift.

(a) Brick masonary work/Paver block 5.00 550.40 CM

(b) RCC work 5.00 1057.47 CM

(c) Unreinforced c.c. 5.00 609.26 CM

Total Amount Rs.

Total Amount Rs.