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Tender Value
₹8.4 Cr
EMD Value
₹8.4 L
Closing Date
25 Mar 2026, 6:00 pmClosed
Deputy Municipal Commissioner (D)
PROVIDING AND LAYING SEWERAGE NETWORK FOR TP ROADS AT TP-86 (Part-B) IN NEWLY ADDED AREA OF NEW EAST (SARTHANA) ZONE-B, SURAT MUNICIPAL CORPORATION.
282774
DMC/Drainage/11/2025-26 (Work No.-20)
Open
Pipe Laying Work
Surat
3 documents required · 3 mandatory
₹14,160
Commissioner, Surat Municipal Corporation
₹8.4 L
3 Mar 2026
3 Mar 2026
3 Mar 2026
25 Mar 2026
3 Mar 2026
NAME OF WORK: PROVIDING AND LAYING SEWERAGE NETWORK FOR TP
ROADS AT TP-86 (PART-B) IN NEW EAST (SARTHANA)
ZONE-B, SURAT MUNICIPAL CORPORATION
Tender Notice (Online No: DMC/Drainage/11/2025-26 (Work No. 20)
VOLUME-II: PRICE BID
Last date of download of tender : 27/02/2026 to 25/03/2026
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 Date: 09/03/2026
Last date of submission of online : Up to 25/03/2026., up to 18:00 hrs
Last date of submission of tender : From 27/03/2026 to 09/04/2026 to Chief
fees, EMD and other documents in Accountant SMC, Muglisarai, Surat by
hard copy (as mentioned in R.P.A.C./Speed Post up to 17:00 hrs.
Tender Document)
Estimated Cost : Rs. 8,39,34,600.52 /-
Earnest Money Deposit (EMD) : Rs.
50% shall be in the form of crossed Demand Draft
of Nationalised Bank payable at Surat and
remaining 50% shall be in the form of Bank
Guarantee of Nationalised Bank (encashable at
Surat) or 100% EMD amount shall be in form of
crossed Demand Draft of Nationalised Bank
payable at Surat
Document Fees : Rs. 14,160.00/- (Incl. CGST 9% and SGST 9%)
Opening of Tender (Online) : From 27/03/2026 ,10.30 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 SEWERAGE NETWORK FOR TP ROADS AT TP-
86 (PART-B) IN NEW EAST (SARTHANA) ZONE-B, SURAT MUNICIPAL
1) ESTIMATED COST OF CAPITAL WORK: Rs. 8,39,34,600.52 /- (Excluding
(Eight Crore Thirty-Nine lakh Thirty-Four Thousand Six Hundred Rupees and Fifty-
Two paisa only.)
TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:
PERCENTAGE HIGHER / BELOW OF Rs. 8,39,34,600.52 /- (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:
2. SCHEDULE – B
SR.No ITEMS QTTY. PER
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 hard murrum, boulders incl.
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 4332.00 288.65 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 leadcleaning the
site etc. complete for all lifts and
strata as specified.
In C.C. Road 1083.00 427.80 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. 72800.00 102.35 C.M.
SR.No ITEMS QTTY. PER
Providing cutting of existing
bituminous surface up to suitable
depth in line and alignment using
Mechnically operated cutter
machine before excavating existing 12066.00 51.00 RM
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 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 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.
(D1) 250 mm dia (NP3 Class) 3500.00 638.55 Rmt.
(D2) 250 mm dia (NP4 Class) 0.00 868.55 Rmt. -
(E1) 300 mm dia (NP3 Class) 5108.00 891.85 Rmt.
(E2) 300 mm dia (NP4 Class) 393.00 1223.85 Rmt.
SR.No ITEMS QTTY. PER
(F1) 350 mm dia (NP3 Class) 292.00 1031.95 Rmt.
(F2) 350 mm dia (NP4 Class) 498.00 1531.95 Rmt.
(G1) 400 mm dia (NP3 Class) 30.00 1324.80 Rmt.
(G2) 400 mm dia (NP4 Class) 123.00 2047.80 Rmt.
(H1) 450 mm dia (NP3 Class) 160.00 1557.65 Rmt.
(H2) 450 mm dia (NP4 Class) 0.00 2375.65 Rmt. -
(I1) 500 mm dia (NP3 Class) 41.00 1702.35 Rmt.
(I2) 500 mm dia (NP4 Class) 226.00 2554.35 Rmt.
(J1) 600 mm dia (NP3 Class) 391.00 2208.20 Rmt.
(J2) 600 mm dia (NP4 Class) 217.00 3256.20 Rmt.
(K1) 700 mm dia (NP3 Class) 311.00 3205.20 Rmt.
(K2) 700 mm dia (NP4 Class) 865.00 4208.20 Rmt.
(L1) 800 mm dia (NP3 Class) 0.00 3522.30 Rmt. -
(L2) 800 mm dia (NP4 Class) 68.00 5922.30 Rmt.
(M1) 900 mm dia (NP3 Class) 0.00 3992.00 Rmt. -
(M2) 900 mm dia (NP4 Class) 0.00 7029.00 Rmt. -
(N1) 1000 mm dia (NP3 Class) 0.00 5252.25 Rmt. -
(N2) 1000 mm dia (NP4 Class) 0.00 8713.25 Rmt. -
(O1) 1100 mm dia (NP3 Class) 0.00 5533.35 Rmt. -
(O2) 1100 mm dia (NP4 Class) 0.00 9141.35 Rmt. -
(P1) 1200 mm dia (NP3 Class) 0.00 6405.00 Rmt. -
(P2) 1200 mm dia (NP4 Class) 343.00 10210.00 Rmt.
(Q1) 1400 mm dia (NP3 Class) 0.00 8178.10 Rmt. -
(Q2) 1400 mm dia (NP4 Class) 0.00 14801.10 Rmt. -
(R1) 1600 mm dia (NP3 Class) 0.00 11830.55 Rmt. -
SR.No ITEMS QTTY. PER
(R2) 1600 mm dia (NP4 Class) 0.00 18365.55 Rmt. -
(S1) 1800 mm dia (NP3 Class) 0.00 14355.50 Rmt. -
(S2) 1800 mm dia (NP4 Class) 0.00 20002.50 Rmt. -
(T1) 2000 mm dia (NP3 Class) 0.00 16880.45 Rmt. -
(T2) 2000 mm dia (NP4 Class) 0.00 21718.45 Rmt. -
(U1) 2200 mm dia (NP3 Class) 0.00 19405.40 Rmt. -
(U2) 2200 mm dia (NP4 Class) 0.00 23434.40 Rmt. -
Providing and constructing Sewer
machine holes, scraper machine
holes 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 machine hole frame and
covers (But excluding supply of
machine hole frame and covers)
over machine holes and house
connection 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 complete as per latest
CPHEEO manual.(excl.
TYPE-A 1200 mm DIA
SR.No ITEMS QTTY. PER
(Add or Deduct Rs.662.8 per
0.10 Mt.Depthincrease or
TYPE- B 1500 mm DIA
SR.No ITEMS QTTY. PER
(Add or Deduct Rs.1231.3 per
0.10 Mt.Depthincrease or
TYPE-C 1500 mm DIA
SR.No ITEMS QTTY. PER
(Add or Deduct Rs.1878.6 per
0.10 Mt.Depthincrease or
TYPE-D1 1500 mm DIA
SR.No ITEMS QTTY. PER
SR.No ITEMS QTTY. PER
10.00 mt. Depth
(Add or Deduct Rs.2211.00 per -
0.10 Mt.Depthincrease or
TYPE-D2 1500 mm DIA
SR.No ITEMS QTTY. PER
10.00 mt. Depth
(Add or Deduct Rs.2212.10 per -
0.10 Mt.Depthincrease or
TYPE-D3 1900 mm DIA
SR.No ITEMS QTTY. PER
SR.No ITEMS QTTY. PER
10.00 mt. Depth
(Add or Deduct Rs.2601.50 per
0.10 Mt.Depthincrease or
TYPE - S-1 (RECT.)
SR.No ITEMS QTTY. PER
SR.No ITEMS QTTY. PER
SR.No ITEMS QTTY. PER
10.00 mt. Depth
10.10 mt. Depth
10.20 mt. Depth
10.30 mt. Depth
10.40 mt. Depth
10.50 mt. Depth
10.60 mt. Depth
10.70 mt. Depth
10.80 mt. Depth
SR.No ITEMS QTTY. PER
10.90 mt. Depth
11.00. mt. Depth
11.10 mt. Depth
11.20 mt. Depth
11.30 mt. Depth
11.40 mt. Depth
11.50 mt. Depth
11.60 mt. Depth
11.70 mt. Depth
11.80 mt. Depth
11.90 mt. Depth
12.00 mt. Depth
12.10 mt. Depth
12.20 mt. Depth
12.30 mt. Depth
12.40 mt. Depth
12.50 mt. Depth
12.60 mt. Depth
12.70 mt. Depth
12.80 mt. Depth
12.90 mt. Depth
13.00 mt. Depth
13.10 mt. Depth
(Add or Deduct Rs.3190.70 per
0.10 M Depthincrease or
SR.No ITEMS QTTY. PER
Providing and Fixing in position
R.C.C. ventilating column as per 31.00 16660.00 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 Capacity 5000.00 18.32 HP/Hr
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 machinehole
(B) For Scraper machinehole. 0.00 7289.00 No. -
(C) For House Connection
Chamber light duty
Providing and filling Rubble
including hand packing and filling
interstices with quarry spalls behind 0.00 1064.80 C.M. -
abutment and between ruturns as
Shoring or timbering for trench with
50 mm thick planks and suitable 36270.00 81.65 S.M.
size struts etc. complete.
Refilling of pipeline trenches incl.
ramming, watering, consolidating
disposal of surplus stuff as directed
within a radius of 3 km.
Providing and constructing
rectangular brick 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
SR.No ITEMS QTTY. PER
of machine hole and cover etc.
complete excl. excavation.
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 machine hole,curing
etc.complete as directed by
Engineer-in-charge.
Corrugated DWC HDPE pipes
(non-pressure pipes)-Providing and
supplying of Class SN8 Structured
Wall polyethelene Piping systems
(Pipe with online/offline coupler
and elastomeric sealing ring) with
non-smooth External Annular
Corrugated and Smooth Internal
Surfaces (Double Wall) for non-
pressure underground Sewerage &
Drainage application as per
EN:13476-3 including all local and
central taxes, transportation, freight
charges, octroi, inspection charges,
loading, unloading, conveyance to
the departmental stores etc.
complete.(ID Dia)
Providing and supplying in standard
length ISI mark rigid unplasticised
PVC pipes suitable for potable
water with ring fit joint including
cost of rings, as per IS specification
no. 4985/1988 including all local
and central taxes, transportation,
freight charges, octroi, inspection
charges, loading, unloading,
conveyance to the departmental
stores and including cost of jointing
meterial etc. complete. 6 kg/cm2
Lowering, laying, fixing and
jointing PVC/uPVC/cPVC pipes
and specials of following class and
diameter including cost of
conveyance from stores to site of
works including cost of labour,
material, cement solvent, giving
satisfactory hydraulic testing as per
SR.No ITEMS QTTY. PER
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 12.00 20089.29 Nos.
450mm-600mm sewer line 12.00 20982.14 Nos.
700mm-1200mm sewer line 6.00 23660.71 Nos.
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.
Carting and Recarting of excavted
earth from any site to required place
as per requirement and directed by
engineer in charge
(K) Above 5.0 K.M. & Up To
Preparation of as built drawing of
pipeline and different valves laid
under this work by showing
location of each and every pipe in
two dimension-horizontal and
vertical with respect GIS
SR.No ITEMS QTTY. PER
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 the Engineer-in-charge. The item
includes all required equipments,
materials, man power for execution
of complete item.
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 casing pipe with pushing
etc complete for various dia
without Watermain & with
Providing and Fixing of MS
Casing pipe of following
824 mm OD 12 mm thickness 0.00 22358.84 Rmt. -
924 mm OD 12 mm thickness 75.00 24911.46 Rmt.
1028 mm OD 14 mm thickness 0.00 31065.24 Rmt. -
1232 mm OD 16 mm thickness 0.00 41189.38 Rmt. -
1420 mm OD 20 mm thickness 0.00 57779.51 Rmt. -
1844 mm OD 22 mm thickness 0.00 80070.79 Rmt. -
2248 mm OD 24 mm thickness 0.00 105184.36 Rmt. -
Demolition/Dismentalling RCC
work or masonary work or
removing of paver block flooring in
24 any part inculuding stacking of
serviceable/useful material and
disposal of unserviceable material
with all lead and lift.
(a) Brick masonary work/Paver
(b) RCC work 25.00 1057.47 CM
(c) Unreinforced c.c. 25.00 609.26 CM
Providing and Casting in situ mass
cement concrete in grade M10
proportion 1:3:6 (1 cement :3- 10.00 3662.00 CM
coarse sand : 6- graded stone
aggregate of 40 mm nominal
SR.No ITEMS QTTY. PER
size)using granite quartzite trap
metal of size 12mm to 25mm
including consolidation curing etc.
Without Formwork
Providing & construction brick
work using Fly Ash bricks having
crushing strength not less than
Kg./sq.cm. in foundation & plinth in
C.M. 1:6 (1 cement:6 sand ) etc.
comp. Foundation and plinth
Providing & Applying 15 mm th.
Cement plaster in single coat on
brick/concrete walls similar
surfaces for plastring & finished
even & smooth with a floating coat 100.00 237.51 SM
of cement slurry mixed with
admixture of lime or neeru in
required proportion etc. complete in
C.M. 1:3 (1 Cement : 1-sand)
Providing and laying cement
concrete 1:1.5:3 (1 cement:
sand: 3 graded stone agg. 20 mm
nominal size)& curing comp.
lnclud.cost of form work but exclu. 10.00 5292.00 CM
Cost of reinforcement for reinforced
concrete work in : (A) Foundation,
footing, Base of columns and Mass
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, 150.00 31.25 Rmt
Color : Green, Text : Black / White,
Length with non deletable high
(i) Size : 300 mm width x
Providing & laying in trenches
galvanised mild steel tubes(medium
grade) TATA / ZENITH / ASIAN /
JINDAL MAKE of the following 50.00 282.18 Rmt
nominal bore & tube fittings etc.
SR.No ITEMS QTTY. PER
40 mm dia 50.00 425.33 Rmt
65mm dia 50.00 723.83 Rmt
Providing mantaing upto the
required period safe guarding
lightening the excavated trenches
with proper barricading, fencing
with timer balles, bamboos, G.I. 150.00 12.05 Sqmt
sheets, red fiag and red lights
alongwith the provision of the
chowkidars as directed by
Engineer-in-charge
Temporary diversion of sewage
from House connection chambers,
Intermediate machineholes and Tee
chambers through 150 mm dia
corrugated Hose pipe supported at
suitable distances from the side and
conveying the sewage by gravity to
the downstream machinehole.
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
(A) Same as above but Precast RCC
heavy duty Cover instead of C.I. 5.00 2681.76 No.
Extra for every additional depth of
0.1 mt beyoung 0.45 mt
Removing of existing pipeline
incl. removal of specials, valves
jointing material including carting
and stacking of removed material
from site of work to the
department store as directed excl.
excavation and refilling.
SR.No ITEMS QTTY. PER
Providing and casting in situ C.C. in
grade M-15 (approx. corresp. to
prop. 1:2:4) (proportions as per mix
design or as per Table 9 of IS456
2000 in masses by weigh batching )
using granite, quartzite trap metal of
size 6 mm to 20 mm for RCC work,
including scaffolding centering,
form work, needle vibrated
consolidation, curing comp. up to
meter depth or height (excluding
cost of reinforcement and neat
finishing) with centering and
shuttering/deshuttering etc. comp.
for the thrust block inclg. cost of
form work. With Formwork
Providing and casting in situ C.C. in
grade M-20 (proportions as per mix
design or as per table9 of IS456
2000 in masses by weigh batching )
using granite, quartzite trap metal of
size 6 mm to 20 mm for RCC work,
including scaffolding centering,
formwork, needle vibrated 5.00 5520.00 Cum
consolidation, curing complete up
to 6 meter depth or height
(excluding cost of reinforcement
and neat finishing) with centering
and shuttering/deshuttering etc.
complete for structure other than
water retaining (Below G.L)
Providing and cast in situ C.C. in
grade M-30 proportions of
ingredients 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
formwork, needle vibrated
consolidation, curing and hydraulic
testing etc. complete (excluding
cost of reinforcement) with
SR.No ITEMS QTTY. PER
shuttering/deshuttering etc. comp.
up to 6 meter height /depth Av.
G.L.for all water retaining
( A )Bottom base slab 5.00 6905.00 Cum
( B )VerticalWall/kerb (Th. Above
(C) Column 5.00 9317.00 Cum
(D) Beam 5.00 8486.00 Cum
(E) Slab 5.00 8213.00 Cum
Steel work welded in built up
sections, framed work including
cutting, hoisting, fixing in position
and applying a priming coat of red
lead paint (A) in beams & joists Quinta
channels angles, tees, flats with l
connection plates or angle cleats as
in main & cross beams,hip &
trussed purlins connected to
common raffers & the like.
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 angineer-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
15 mm Dia 50.00 72.65 Rmt
25 mm Dia 50.00 91.84 Rmt
40 mm Dia 50.00 148.12 Rmt
50 mm Dia 50.00 195.67 Rmt
Supplying cutting, bending, binding
and placing in position steel as per
plan and design and as per ISS
including cost of steel and binding
wire for reservoirs / structures only
including lift upto 6 mt. height or
depth below G.L. for all diameters.
Thermo mechanically trated (TMT)
bars Fe-500 grade for all diameters.
SR.No ITEMS QTTY. PER
Providing interlocking type Rubber
moulded cement concrete paver
block of approved shape, design &
colour having 60mm thickness (M-
35) purchased from SMC's
approved paverblock manufacturer
only & fixing of fine sand bedding.
Item includes levelling by using
vibratory plates compacted
machine. Item also includes all
materials, labour, equipments,
tools, plants, watering, cleaning etc.
(Without colour)
Providing constructing brick
masonry inlet chamber of 750 x
x 1500 mm internal dimension with
necessary excavation refilling
mm thick brick masonary in CM
1:4, 150 mm thick PCC and
benching in CC 1:2:4, 12 mm thick
plaster in CM 1:3 for inside and 55.00 13548.00 No.
cement pointing in CM 1:3 for
outside, providing and fixing pre-
cast RCC frame and cover of M-30
grade as per drawing and
specifications - Rate for 1.5 m
depth. Add or ded. Rs. 701 for every
10 cm increase or decrease in depth
Providing, Supplying and fixing
brass ferrule of approved make of
following sizes inclusive all taxes,
insurance, transportion, fright
charge, inspection charge etc.
Coloured RCC Precast
Machinehole Frame & Cover
Manufacture, supply & Delivery at
store or at site of work precast RCC
M-40 Grade Frame & Cover
suitable to drainage machinehole 400.00 2294.00 No.
and as per type design & drawing
including cost of reinforcement
M.S. Angles or Flat, curing mold
work etc(A) Extra Heavy Duty
Machinehole Frame of I.S.I. Mark
(B) For Scraper machinehole 10.00 7289.00 No.
SR.No ITEMS QTTY. PER
(C) For House Connection Chamber 1600.00 1733.00 No.
TOTAL AMOUNT Rs.
TOTAL AMOUNT Rs.
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