PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C. BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2), SURAT.

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

NAME OF WORK: PROVIDING AND LAYING STORM DRAINAGE LINE &

CONSTRUCTION OF R.C.C. BOX AT T.P. SCHEM NO. 15 (PAL) ON

VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2), SURAT.

TENDER NOTICE (online) NO:

Additional City Engineer / West Zone /08/ 2026-2027

VOLUME-II: PRICE BID

Download of tender documents from website : 07/09/2026 to 23/09/2026, up to 16.00 hrs.

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 23/09/2026, up to 18.00 hrs.

Submission of tender fees, EMD and other : From 07/09/2026 To 30/09/2026 18.00 Hrs. To

documents in hard copy Chief Accountant, "Shri Tapi Bhawan - Surat

Mahanagar Seva Sadan" Gordhandas Chokhawala

Marg, Shri Tapipura, Surat, by R.P.A.D./Speed

Estimated Cost : Rs. 7,58,19,602.85/-

Earnest Money Deposit (EMD) : Rs. 7,59,000.00 /-

Document Fees + 18% GST : Rs. 14,160.00/- (Incl. 9% CGST + 9% SGST)

Opening of Tender (Online) : On 24/09/2026, 10.00 hrs.

Tender to be submitted to:

To Chief Accountant,

"Shri Tapi Bhawan - Surat Mahanagar Seva Sadan"

Gordhandas Chokhawala Marg,

Shri Tapipura, Surat –

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

1. NAME OF WORK

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

1) ESTIMATED COST OF CAPITAL WORK: Rs. 7,58,19,602.85(Excluding GST)

(Seven Crore Fifty-Eight Lakh Nineteen Thousand Six Hundred Two Rupees and Eighty-Five

TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:

PERCENTAGE HIGHER / BELOW OF Rs. 7,58,19,602.85(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 & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

2. SCHEDULE – B

BOQ for the Providing and Laying Storm Drainage Line T.P. Scheme No. 15 (Pal)

in West Zone (Rander), Surat

SR. RATE AMOUNT

Excavation for pipeline trenches for water

supply, sewage line Machine hole etc. all

with shoring and sturting 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 specified.

(A) In hard murrum, boulders & macadam

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, complete for all

lift as specified.

(B) Excavation in Bituminous road 2283.00 288.65 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 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.

(A) in all sorts of soil and soft murrum

(A) Upto 1.5 Mt. dpt.from G.L. 33210.00 102.35 C.M.

(C) 3.0 Mt TO 4.50 Mt depth 0.00 118.45 C.M. -

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

Providing and laying compacted granular

bedding as per drawing attached.

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

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

chowkidars as directed by Engineer-in-

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 departmental stores,

stacking etc. complete (IS 458/1989)Note:

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 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

(A2) 450 mm dia (NP3 Class) 272.00 1557.65 Rmt.

(A3) 450 mm dia (NP4 Class) 0.00 2375.65 Rmt. -

(B2) 500 mm dia (NP3 Class) 0.00 1702.35 Rmt. -

(B3) 500 mm dia (NP4 Class) 0.00 2554.35 Rmt. -

(C2) 600 mm dia (NP3 Class) 163.00 2208.20 Rmt.

(C3) 600 mm dia (NP4 Class) 0.00 3256.20 Rmt. -

(D2) 700 mm dia (NP3 Class) 235.00 3205.20 Rmt.

(D3) 700 mm dia (NP4 Class) 0.00 4208.20 Rmt. -

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

(E2) 800 mm dia (NP3 Class) 494.00 3522.30 Rmt.

(E3) 800 mm dia (NP4 Class) 30.00 5922.30 Rmt.

(F2) 900 mm dia (NP3 Class) 133.00 3992.00 Rmt.

(F3) 900 mm dia (NP4 Class) 0.00 7029.00 Rmt. -

(G2) 1000 mm dia (NP3 Class) 983.00 5252.25 Rmt.

(G3) 1000 mm dia (NP4 Class) 0.00 8713.25 Rmt. -

(H2) 1100 mm dia (NP3 Class) 0.00 5533.35 Rmt. -

(H3) 1100 mm dia (NP4 Class) 0.00 9141.35 Rmt. -

(I2) 1200 mm dia (NP3 Class) 191.00 6405.00 Rmt.

(I3) 1200 mm dia (NP4 Class) 0.00 10210.00 Rmt. -

(J2) 1400 mm dia (NP3 Class) 1029.00 8178.10 Rmt.

(J3) 1400 mm dia (NP4 Class) 0.00 14801.10 Rmt. -

(K2) 1600 mm dia (NP3 Class) 0.00 11830.55 Rmt. -

(K3) 1600 mm dia (NP4 Class) 0.00 18365.55 Rmt. -

(L2) 1800 mm dia (NP3 Class) 0.00 14355.50 Rmt. -

(L3) 1800 mm dia (NP4 Class) 0.00 20002.50 Rmt. -

(M2) 2000 mm dia (NP3 Class) 0.00 16880.45 Rmt. -

(M3) 2000 mm dia (NP4 Class) 0.00 21718.45 Rmt. -

(N2) 2200 mm dia (NP3 Class) 0.00 19405.40 Rmt. -

(N3) 2200 mm dia (NP4 Class) 0.00 23434.40 Rmt. -

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

Providing & Constructing Machine hole 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 polypropylene steps etc. comp.

TYPE-A Upto 600 mm DIA (1200 mm

(Add or Deduct Rs.520 per

0.10 Mt. Depth increase or

TYPE- B1 Upto 1000 mm DIA (1500 mm

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

(Add or Deduct Rs.903.00 per

0.10 Mt. Depth increase or

TYPE- B2 Upto 1000 mm DIA (1500 mm

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

(Add or Deduct Rs.480.00 per

0.10 Mt. Depth increase or

TYPE- B3 Upto 1000 mm DIA (1500 mm

(Add or Deduct Rs.742.00 per

0.10 Mt. Depth increase or

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

TYPE- C1 Upto 1400 mm DIA (1800 mm

(Add or Deduct Rs.996.00 per

0.10 Mt. Depth increase or

TYPE- C2 Upto 1400 mm DIA (2400 mm

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

(Add or Deduct Rs.480.00 per

0.10 Mt. Depth increase or

TYPE- C3 Upto 1400 mm DIA (2400 mm

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

(Add or Deduct Rs.742.00 per

0.10 Mt. Depth increase or

TYPE- D1 Upto 1800 mm DIA (2200 mm

(Add or Deduct Rs.1108.00 per

0.10 Mt. Depth increase or

TYPE- D2 Upto 1800 mm DIA (2400 mm

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

(Add or Deduct Rs.480.00 per

0.10 Mt. Depth increase or

TYPE- D3 Upto 1800 mm DIA (2400 mm

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

(Add or Deduct Rs.742.00 per

0.10 Mt. Depth increase or

TYPE- E Upto 2000-2200 mm DIA (3000

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

(Add or Deduct Rs.742.00 per 0.00

0.10 Mt. Depth increase or

decrease.) 115.00

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 pointing 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

Add. or ded. Rs. 571 per every 10 cm

increase or decrease in depth

Providing and cast in situ. C.C. in grade M-

25 proportions of ingredients as per mix

design by weigh batching using granite.

quartzite trap metal of size 12 mm to

mm and or 6 mm to 12 mm including

scaffolding centering 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 -

(b) RCC - for base slab 640.00 6705.00 CM

(c) RCC - for top slab 590.00 8077.00 CM

(d) RCC - for wall (Above 25cm) 980.00 7936.00 CM

(e) TMT Fe-500 Reinforcement 310.00 77504.00 MT

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

Providing & constructing brick masonary

ACCESS SHAFT of 850 * 850 mm

internal dimension with 350 mm th. B.B.

masonary in CM 1:4 & i/s & o/s 15 mm th.

cement plaster in CM 1:3 as per drawing &

Add. or ded. Rs. 686 per every 10 cm

increase or decrease in depth

Making connection with the Machine hole

by boring hole on the masonary of Machine

hole 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-charge.

3) more than 1600 mm 5.00 2700.00 No.

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

(Note :- This item shall only be executed

when bailing out of drainage/sub soil water

is more than 5 H.P.hour).

Refilling the pipeline trenches incl.

ramming, watering consolidating disposal

of surplus stuff as directed within a radius

PROVIDING AND LAYING STORM DRAINAGE LINE & CONSTRUCTION OF R.C.C.

BOX AT T.P. SCHEM NO. 15 (PAL) ON VARIOUS T.P. ROAD IN WEST ZONE (PHASE-2),

SR. RATE AMOUNT

Supplying and laying flexible gabions of

size 1mx1mx1m(mesh size

100mmx100mm) of rope 9mm dia P.P.

materials filled with 10 to 40 kg trap rubble

stone (approximate weight 1.5 tonne) as

per drawing including packing,

interlocking of stones and stitching, fusing

top of gabion and tying to each other and

laying to the required line, level, slope with

all leads and lifts as directed etc. complete.

TOTAL AMOUNT Rs.

TOTAL AMOUNT Rs.

SIGNATURE OF THE CONTRACTOR: - Executive Engineer,

ADDRESS: - West (Rander) Zone,

DATE: - Surat Municipal Corporation,