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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹2.3 Cr
EMD Value
₹2.3 L
Closing Date
21 Oct 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Deputy Municipal Commissioner (D)
Providing and laying RCC NP3/NP4 class spigot socket / flush type rubber ring joint pipes and MS Pipe for Main Drainage & House Connection Drainage Line, Machine hole, Simple Chamber T.P./ Public roads of Central Zone in Metro Route and other Area of Surat Municipal Corporation.
353672
DMC/Drainage/06/2026-27,Work No.06
Open
Pipe Laying Work
Works
Surat
3 documents required · 3 mandatory
₹4,248
Commissioner, Surat Municipal Corporation
₹2.3 L
8 Oct 2026
8 Oct 2026
8 Oct 2026
21 Oct 2026
8 Oct 2026
Name of Work:- Providing and laying RCC NP3/NP4 class spigot socket / flush type rubber ring joint pipes and MS Pipe for Main
Drainage & House Connection Drainage Line, Machine hole, Simple Chamber T.P./ Public roads of Central Zone in Metro Route
and other Area of Surat Municipal Corporation.
Sr.n RATE in Rs. AMOUN
o. ITEMS QTTY. S.O.R PER T
Excavation for pipe line trenches for water supply, sewerage line,
machine hole etc. all withshoring and struting if required
as per required gradient and line including safetyprovisions
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. 846.879 155.25 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 1976.05 288.65 C.M.
Excavation for pipe line trenches for water supply, sewerage line,
machine hole etc. all withshoring and struting if required
as per required gradient and line including safetyprovisions
using site rails and stacking excavated stuff including up to all
required leadcleaning the site etc.complete for all lifts and
strata as specified.
In C.C. Road. 50.00 427.80 C.M.
Excavation for pipe line trenches for water supply, sewerage line,
machine hole 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. In all sorts of soil and soft murrum
(A) Upto 1.5 Mt. dpt.from G.L. 6703.00 102.35 C.M.
(E) 6.0 Mt TO 7.50 Mt depth 0.00 129.95 C.M.
(F) 7.5 Mt. TO 9.00 Mt. Depth 0.00 162.15 C.M.
Providing cutting of existing bituminous surface up to 2959.98 51.00 RM
suitable depth in line and alignment using Mechnically
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 incharge.
Supplying & Filling with fine sand in compacted thickness over
the base including watering ramming, consolidating & dressing
etc. complete. Item includes by using vibratory plates
compacted machine and 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. 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
(D1) 250 mm Dia (NP3 Class) 280.00 638.55 Rmt.
(H1) 300 mm dia (NP3 Class) 700.00 891.85 Rmt.
(H2) 450 mm dia (NP4 Class) 560.00 2375.65 Rmt.
(I2) 500 mm dia (NP4 Class) 240.00 2554.35 Rmt.
Providing and constructing Sewer machine holes, scraper machine
holes and unit house connection chamber, as per the type design in
brickmasonry 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
machine hole frame and covers (But excluding supply of
machine hole frame and covers) over machine holes and
houseconnection chambers and fixing machine hole covers (but
excluding supplying of machine hole covers) over scraper
machine hole etc. complete,providing and fixing safety
chain wherever necessary as per the stipulations in the type design
as per latest CPHEEO manual.(excl. excavation).
TYPE-A 1200 mm DIA
(Add or Deduct Rs.662.80 per 0.10 Mt.Depth increase or
TYPE- B 1500 mm DIA
(Add or Deduct Rs.1231.30 per 0.10 Mt.Depth increase or
TYPE-C 1500 mm DIA
(Add or Deduct Rs.1878.60 per 0.10 Mt.Depth increase or
TYPE-D1 1500 mm DIA
(Add or Deduct Rs.2211.00 per 0.10 Mt.Depth increase or
TYPE-D2 1500 mm DIA
(Add or Deduct Rs.2212.10 per 0.10 Mt.Depth increase or
TYPE-D3 1900 mm DIA
(Add or Deduct Rs.2601.50 per 0.10 Mt.Depth increase or -
TYPE - S-1 (RECT.)
(Add or Deduct Rs.3190.70 per 0.10 M Depth increase or 0
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 15 HP 6000.00 18.32 HP/Hr
Coloured RCC Precast Machine hole Frame & Cover
Manufacture, supply & Delivery at store or at site of work precast
RCC M-40 Grade Frame & Cover suitable to drainage machine
hole and as per type design & drawing including cost of
reinforcement M.S. Angles or Flat, curing mould work etc.
(A) For Circular machine hole (heavy duty) 91.00 2294.00 No.
(B) For Scraper machine hole. 0.00 7289.00 No.
Shoring or timbering for trench with 50 mm thick planks and
suitable size struts etc. complete.
Refilling the pipeline trenches incl. ramming, watering,
consolidating desposal of surplus stuff as directed within a
radius of 3 km.
Making connection with the machine hole by boring hole on the 50.00 267.86 No.
masonary of machine hole and jointing pipe with cement mortar in
prop. (1:2) inside as well as outside of existing machine
hole,curing etc.complete as directed by Engineer-in charge.
Work of Temporary diversion of sewage by plugging the
machineholes 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 of contractor.
150mm-400mm sewer line 60.00 20089.29 Nos.
450mm-600mm sewer line 30.00 20982.14 Nos.
700mm-1200mm sewer line 10.00 23660.71 Nos.
Providing & Installation of barricades incl. supplying, 3204.00 196.43 SM
painting, with flurescent paint and fixing, CGI sheets
SWG of 1.80 m height & M.S. posts angle 40 x 40 x 5 mm at
m c/c and dismantling the same after complition of
work as directed by Engineer - in - Charge.
Carting and Recarting of excavted earth from any site to
required place as per requirement and directed by engineer
Preparation of as built drawing of pipeline and different 1.780 6250.00 KM
Machine hole slaid 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 Machine holes . 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 equipments, materials,
man power for execution of
Drilling of various dia Horizontal borehole for watermain 0.00 3,467.89 Rmt.
pipeline crossing under the road incl in all strata with
requried length incl 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
250 mm dia 5 mm thickness
400 mm dia 6 mm thickness 0.00 7,973.09 Rmt.
500 mm dia 8 mm thickness 0.00 11,604.16 Rmt.
824 mm dia OD 12 mm thickness 30.00 22,358.84 Rmt.
1232 mm dia 18 mm thickness 100.00 42,771.00 Rmt.
Manufacture, Supply & Delivery of Electric Resistance Welded
(Up to 400mm)/Submerged Arc Welded(Above 400mm)
M.S.Pipe having beveled ends plate or coil conforming to IS-
3589-2001 or its latest revision/ ammendment for following
thickness outside diameter at SMC store or site anywhere in
Surat City Area including all taxes, insurance, transportation,
freight charges, octroi, inspection charges, loading, unloading
conveyance to Departmental stores, stacking etc. all complete.
813mm O/D (7.1 mm thick)
1219mmO/D (10 mm thick)
1626mm O/D (14.2 mm thick)
Warning tape WARMAT ® Brand PE warning tape with Anti
Rodent Properties ( Con Toxic, Non Hazardous Eco friendly
ROHS Compliance & 100% recyclable) Moc : LDPE, Roll
length : 250 Mtr, Color : Green, Text : Black / White, Length with
non deletable high abration.
(i) Size : 300 mm width x 100 Micron thk.
Providing mantaing upto the required period safe guarding 500.00 12.05 Sqmt
lightening the excavated trenches with proper barricading,
fencing with timer balles, bamboos, G.I. sheets, red fiag and red
lights alongwith the provision of the chowkidars as
directed by Engineer-in-charge
Providing & construction simple chamber of 23 cm. th' B.B.
Masonary in C.M 1:5 with cement plaster 15 mm th' in C.M. 1:3
inside & outside to exposed faces, R.C.C. top slab with 1:2:4
mix ( 1 cement: 2 Sand : 4 Grade stone aggregate 20mm size)
,Foundation concrete 1:5:10 & fixing C.I. cover with frame to -
be not less than 38 kg. On top etc. comp. Inside dimension,455
x 610 mm &450 mm deep for single pipe
(A) Same as above but Precast RCC heavy duty Cover instead
Extra for every additional depth of 0.1mt beyoung 0.45 mt - 242.39 Each -
Providing, Lowering & laying joining R.C.C. NP2 CLASS Pipe
In C.M. 1:1 of following nominal internal diameters incl.
Testing of pipes and joints
Providing, Supplying and fixing brass ferrule of approved make
of following sizes inclusive alltaxes, insurance, transportion, -
fright charge,inspection charge etc. complete
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. comp. (M.R.)
Providing & Fixing P.V.C. pipes (SCH-80) of Prince/ Supreme/
Jain/ Astral/ Tulsi/Finolex make for water supply line at all floor
levels incl. fixtures like bends, tees, shoe etc joined with resin of
approved brand & manufacture etc.comp. 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.
Providing and laying Granular Sub Base (drainage layer)
conforming to grading V of Table 400-1 of each layer not
exceeding 200mm thickmess and compacted thickness as
per design & drawing with specified graded stone metal
and sand mixed in pugmill and laid with mechanical
means spreading with motor grader and compacting with
vibratory roller having minimum 80-100 kN static weight 400.50 1456.67 CM
to achieve desired density of 98% of MDD including all
materials, labour, machinery,tests required to be carried
out with all leads and lifts etc., complete as per details in
tender specification & as directed by engineer
Temporary diversion of sewage from House connection
chambers,Intermediate machineholes and Tee chambers
through 150 mm dia.corrugated Hose pipe supported at 500.00 44.64 Rmt.
suitable distances from the side and conveying the sewage
by gravity to the downstream machinehole.
Demolition/Dismentalling RCC work or masonry 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 masonry work/Paver block 50.00 550.40 CM
(b) RCC work 50.00 1057.47 CM
(c) Unreinforced c.c. 50.00 609.26 CM
Contractor's Sign & Seal Executive engineer
Drainage Department
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TECH BID WORK NO.6.pdf
Schedual-B Work No.6.pdf
00 kadarsha ni nal to majura gate.pdf
00 vivekanand circle to kadarsha ni nal.pdf
30 lacks nondh.pdf
STANDARD DRAWINGS_R1.pdf
MANUAL SCAVENGERS AND THEIR REHABILITATION ACT 2013.pdf
MANUAL SCAVENGERS AND THEIR REHABILITATION RULES 2013.pdf
SUPREME COURT JUDGEMENT 1_.pdf
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