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Tender Value
₹1.9 Cr
EMD Value
₹2 L
Closing Date
31 Jan 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Add. City Engineer
Providing & Laying Storm Drainage line and making Machinehole, inlet chambers as per requirement places & remaining on the various T.P. Road in Adajan , Pal, Bhatha, Bhatpore, Asarma and other area in West Zone (Rander)
265005
Add. City Engineer /West Zone/14/2025-26,Work No. 01
Open
Pipe Laying Work
Surat
3 documents required · 3 mandatory
₹4,248
Commissioner, Surat Municipal Corporation
₹2 L
15 Jan 2026
15 Jan 2026
15 Jan 2026
31 Jan 2026
15 Jan 2026
NAME OF WORK : Providing & Laying Storm drainage line and Making machinehole, Inlet chambers as per requirement places
and remaining on the Various T.P. road in Adajan, Pal, Bhatha, Bhatpore, Asarma And other areas in west zone (Rander).
S.R. Description RATE
QUANTITY UNIT AMOUNT
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 200.00 CM 155.25
2 Excavation in bituminous road as per required gradient
and line including safety provisions using site rails and
staking excavated stuff including up to all required
lead cleaning the site etc. complete for all lift as
(B) Excavation in Bituminous road 1700.00 CM 288.65
3 Removing of concrete road surface up to base coarse
including stacking of material up to lead of 50 mt.
(1) Unreinforced cement concrete 60.00 CM 609.26
(2) Reinforced cement concrete 60.00 CM 1057.85
4 Excavation for pipe line trenches in all types of soil
considering all other safety measures to be kept till
refilling of trenches (Excavation includes collar pits
and pipe thickness measurement), including stacking
excavated stuff up to lead of 90 mt. including
backfilling to trenches with ramming, watering,
consolidated and as directed by Engineer-in-charge.
(A) Upto 1.50 mt. dpt. From G.L. 9000.00 CM 102.35
(F) for every extra additional depth of 1.5 m or part
there of beyond 7.5 m depth
5 Refilling of pipeline trenches including required
watering, ramming, consolidation, disposing of
surpluses as directed within the radius of 4.00 km..
6 Supplying & filling fine sand(pana) in 75 mm /
mm / 150 mm compacted thickness over the base
including necessary compaction, watering etc.
complete. Item includes leveling by using vibratory 500.00 CM 413.09
plates compacted machine and as directed by engineer
S.R. Description RATE
QUANTITY UNIT AMOUNT
7 Providing, maintaining up to the required period
safeguarding lightening the excavated trenches with
proper barricading, fencing with timber bellies,
bamboos, G.I. Sheets, red flag and red lights along 2000.00 S.M. 12.05
with the provision of the chowkidars as directed by
Engineer-in-charge.
8 Providing and installing barricades including
supplying, paiting with flourscent paint/white paint
and fixing CGI sheet 24 SWG of required height as per
site condition and M.S. angle of required size to restain
at 2.5 mt. c/c and dismantalling the same after 700.00 S.M. 124.72
completion of work and allowing for movement of
traffic as per drawing and as per construction from
engineer in charge
9 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.
(A2) 150 mm dia (NP3 Class) 15.00 Rmt. 403.45
(B2) 250 mm dia (NP3 Class) 100.00 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) 400.00 Rmt. 891.85
(C3) 300 mm dia (NP4 Class) 0.00 Rmt. 1223.85
(F1) 450 mm dia (NP2 Class) 0.00 Rmt. 1013.65
(F2) 450 mm dia (NP3 Class) 800.00 Rmt. 1557.65
(F3) 450 mm dia (NP4 Class) 50.00 Rmt. 2375.65
(H1) 600 mm dia (NP2 Class) 0.00 Rmt. 1593.20
(H2) 600 mm dia (NP3 Class) 1200.00 Rmt. 2208.20
(H3) 600 mm dia (NP4 Class) 50.00 Rmt. 3256.20
(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) 750.00 Rmt. 3992.00
(K3) 900 mm dia (NP4 Class) 50.00 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
(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
S.R. Description RATE
QUANTITY UNIT AMOUNT
(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. 15838.00
(R3) 2000 mm dia (NP4 Class) 0.00 Rmt. 21718.45
(S2) 2200 mm dia (NP3 Class) 0.00 Rmt. 19405.30
(S3) 2200 mm dia (NP4 Class) 0.00 Rmt. 23434.40
10 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
(A) machinehole Type "A" circular type having inside
diameter of 1200 mm for depth up to 1.5 m depth (for
150 mm to 500 mm dia sewer)
1 machinehole Type "A" as above for 1.0 m. depth 0.00 No. 12179.00
2. Extra depth beyond 1.0 m but upto 1.5 m depth for
"A" type machinehole
(B) machinehole Type "B" circular type having inside
diameter of minimum1500 mm and for depth from
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.
2. machinehole Type "B" as above but up to 2.0 m.
3. machinehole Type "B" as above but up to 2.1 m.
4. Extra depth beyond 2.1 m but up to 4.0 m depth for
type "B" machinehole
(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
1 machinehole Type "C" as above but up to 4.0 m.
2. Extra depth beyond 4.0 m and up to 6.0 m depth for
type "C" machinehole above
(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
1 machinehole Type "D1" as above but up to 6.0 m.
S.R. Description RATE
QUANTITY UNIT AMOUNT
2. Extra depth beyond 6.0 m and up to 10.0 m depth
for type "D1" machinehole above
(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
1 machinehole Type "D2" as above but up to 6.0 m.
2. Extra depth beyond 6.0 m and up to 10.0 m depth
for type "D2" machinehole above
(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
1 machinehole Type "D3" as above but up to 6.0 m.
2. Extra depth beyond 6.0 m and up to 10.0 m depth
for type "D3" machinehole above
(G) Scraper machinehole Type "S1" rectangular type
having inside dimention 1500 mm x 1500 mm for
mm dia to 1200 mm dia sewer pipe and for depth
m to 9.0 m depth
1 Scraper machinehole Type "S1" as above but up to
2. Extra depth beyond 2.5 m and up to 9.0 m depth for
type "S1" scraper machinehole above
(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. Extra depth beyond 2.5 m and up to 9.0 m depth for
type "S2" scraper machinehole above
11 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) 560mm dia
(B)For scraper machinehole 7.00 NO 7289.00
12 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. comp.
"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. 35.00 No. 23690.00
Rate for 2.50 m depth
(Add or deduct Rs. 653.00 per 0.10 mt. depth increase
S.R. Description RATE
QUANTITY UNIT AMOUNT
"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. 30.00 No. 35974.00
Rate for 2.50 m depth
(Add or deduct Rs. 1115.00 per 0.10 mt. depth
increase or decrease )
"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
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
"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
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
"C1" TYPE machinehole
Sewer size : 1100 mm to 1000 mm dia
Chamber size : 1800 mm X 1000 mm
Shallow machinehole depth up to 2.5 m. 5.00 40173.00
(Add or deduct Rs. 1228.00 per 0.10 mt. depth
increase or decrease )
"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
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
"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
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
"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. 0.00 42801.00
Rate for 2.50 m depth
(Add or deduct Rs. 1369.00 per 0.10 mt. depth
increase or decrease )
S.R. Description RATE
QUANTITY UNIT AMOUNT
"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
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
"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
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
"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
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
13 Providing, Constructing flyash lime brick masonary
Inlet chamber of 750 x 600 x 1500 mm internal
dimension with necessary excavation & refilling
mm thick flyash building brick masonary in cement
mortar 1:4, 150mm th. PCC and benching in CC 1:2:4, 200.00 No. 13548.00
12mm thick cement mortar 1:3 (Add or Deduct Rs.
701 per 0.10 mt. Depth increase or decrease.)
14 Providing and constructing brick (fly ash) masonary
Access Shaft of 850 x 850 mm x 1000 mm (depth)
internal dimension with 350 mm thick B.B. masonary
in CM 1:4 and insie and outside 15 mm thick cement 50.00 No. 16286.00
plaster in CM 1:3 .Add or ded. Rs. 686 per 10 cm
increase or decrease in depth.
15 Making connection with the machineholes by boring
hole on the masonry of machineholes and jointing pipe
with cement mortar in prop. (1:2) inside as well as out
side of existing machineholes, curing etc. complete as
directed by Engineer-in-charge.
Making connection (a) Up to 900 mm dia 20.00 No. 1100.00
Making connection (b) 900 mm to 1600 mm dia 6.00 No. 1900.00
Making connection (c) more then 1600 mm dia 0.00 No. 2700.00
16 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.
S.R. Description RATE
QUANTITY UNIT AMOUNT
Providing shoring and strutting if required for trenches
to the sides of trenches , including using necessary 300.00 S.M 81.65
sheeting , waling , strutting etc. completed as directed.
Temporary diversion of sewage by plugging the
manhole of the sewer line. The necessary rubber plug
and Air Compressor arraigement Etc. shall be supplied
by The contractor at own cost for the work.
Total Rs. (Without GST)
Executive Engineer
West (Rander) Zone
Surat Municipal Corporation
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