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Tender Value
₹7.9 Cr
EMD Value
₹7.9 L
Closing Date
15 Apr 2026, 6:00 pmClosed
Deputy Municipal Commissioner
PROVIDING AND LAYING DRAINAGE LINE FOR AUGMENTATION OF THE SEWERAGE SYSTEM ON VARIOUS TP ROADS UNDER MOTA VARACHHA SPS SEWER ZONE IN NEW EAST ZONE-B (SARATHANA), SURAT MUNICIPAL CORPORATION.
290560
DMC/Drainage/12/2025-26,(Work No. 11)
Open
Pipe Laying Work
Surat
3 documents required · 3 mandatory
₹14,160
Commissioner, Surat Municipal Corporation
₹7.9 L
27 Mar 2026
27 Mar 2026
27 Mar 2026
15 Apr 2026
27 Mar 2026
NAME OF WORK: PROVIDING AND LAYING DRAINAGE LINE FOR AUGMENTATION
OF THE SEWERAGE SYSTEM ON VARIOUS TP ROADS UNDER
MOTA VARACHHA SPS SEWER ZONE IN NEW EAST ZONE-B
(SARATHANA), SURAT MUNICIPAL CORPORATION
Tender Notice Online No: DMC/Drainage/12/2025-26 (Work No. 11)
VOLUME-II: PRICE BID
Last date of download of tender : 23/03/2026 to 15/04/2026.
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:01/04/2026
Last date of submission of online : Up to 15/04/2026, up to 18:00 hrs.
Last date of submission of tender : From 16/04/2026 to 27/04/2026 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.
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 16/04/2026,10.30 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 DRAINAGE LINE FOR AUGMENTATION OF THE
SEWERAGE SYSTEM ON VARIOUS TP ROADS UNDER MOTA VARACHHA SPS
SEWER ZONE IN NEW EAST ZONE-B (SARATHANA), SURAT MUNICIPAL
1) ESTIMATED COST OF CAPITAL WORK: Rs. 7,87, 89,316.82 (Excluding
(Seven Crore Eighty-Seven Lakh Eighty-Nine Thousand Three Hundred Sixteen
Rupees and Eighty-Two Paisa Only.)
TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:
PERCENTAGE HIGHER / BELOW OF Rs. 7,87,89,316.82 (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. ITEMS QTTY. RATE PER AMOUNT
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. macadam
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 3636.00 288.65 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 lead cleaning
the site etc. complete for all lifts and
strata as specified.
In C.C. Road 909.00 427.80 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. 60760.00 102.35 C.M.
(E) 6.0 Mt TO 7.50 Mt depth 10.00 129.95 C.M.
SR. ITEMS QTTY. RATE PER AMOUNT
Providing cutting of existing bituminous
surface 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 charge.
Providing required quality sand brought
from outside including all lead. bedding
incl. ramming, watering, levelling,
consolidating etc. Complete as per
standard and instruction of 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
Lowering, laying and jointing of
following diameters in proper position,
grade and alignment at all levels as
directed by Engineer-in-charge including
conveyance from stores to site of work,
labour, giving hydraulic testing as per IS
(D1) 250 mm dia (NP3 Class) 1560.00 638.55 Rmt.
(D2) 250 mm dia (NP4 Class) 140.00 868.55 Rmt.
(E1) 300 mm dia (NP3 Class) 608.00 891.85 Rmt.
(E2) 300 mm dia (NP4 Class) 1326.00 1223.85 Rmt.
(F1) 350 mm dia (NP3 Class) 136.00 1031.95 Rmt.
(F2) 350 mm dia (NP4 Class) 1124.00 1531.95 Rmt.
(G1) 400 mm dia (NP3 Class) 21.00 1324.80 Rmt.
(G2) 400 mm dia (NP4 Class) 239.00 2047.80 Rmt.
SR. ITEMS QTTY. RATE PER AMOUNT
(H1) 450 mm dia (NP3 Class) 0.00 1557.65 Rmt. -
(H2) 450 mm dia (NP4 Class) 261.00 2375.65 Rmt.
(I1) 500 mm dia (NP3 Class) 15.00 1702.35 Rmt.
(I2) 500 mm dia (NP4 Class) 1256.00 2554.35 Rmt.
(J1) 600 mm dia (NP3 Class) 0.00 2208.20 Rmt. -
(J2) 600 mm dia (NP4 Class) 458.00 3256.20 Rmt.
(K1) 700 mm dia (NP3 Class) 0.00 3205.20 Rmt. -
(K2) 700 mm dia (NP4 Class) 85.00 4208.20 Rmt.
(L1) 800 mm dia (NP3 Class) 170.00 3522.30 Rmt.
(L2) 800 mm dia (NP4 Class) 497.00 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) 80.00 5252.25 Rmt.
(N2) 1000 mm dia (NP4 Class) 33.00 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) 0.00 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. -
(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. -
SR. ITEMS QTTY. RATE PER AMOUNT
(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
(Add or Deduct Rs.662.8 per
0.10 Mt. Depth increase or decrease.)
TYPE- B 1500 mm DIA
SR. ITEMS QTTY. RATE PER AMOUNT
(Add or Deduct Rs.1231.3 per
0.10 Mt. Depthincrease or
TYPE-C 1500 mm DIA
SR. ITEMS QTTY. RATE PER AMOUNT
(Add or Deduct Rs.1878.6 per
0.10 Mt. Depth increase or
TYPE-D1 1500 mm DIA
SR. ITEMS QTTY. RATE PER AMOUNT
10.00 mt. Depth
(Add or Deduct Rs.2211.00 per
0.10 Mt. Depth increase or
TYPE-D2 1500 mm DIA
SR. ITEMS QTTY. RATE PER AMOUNT
SR. ITEMS QTTY. RATE PER AMOUNT
10.00 mt. Depth
(Add or Deduct Rs.2212.10 per -
0.10 Mt. Depth increase or
TYPE-D3 1900 mm DIA
SR. ITEMS QTTY. RATE PER AMOUNT
SR. ITEMS QTTY. RATE PER AMOUNT
10.00 mt. Depth
(Add or Deduct Rs.2601.50 per -
0.10 Mt. Depth increase or
TYPE - S-1 (RECT.)
SR. ITEMS QTTY. RATE PER AMOUNT
SR. ITEMS QTTY. RATE PER AMOUNT
SR. ITEMS QTTY. RATE PER AMOUNT
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
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
SR. ITEMS QTTY. RATE PER AMOUNT
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 Depth increase or
Providing and fixing in position R.C.C.
ventilating column as per drawing
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.
Pump set of Capacity 10000.00 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 mold work etc
SR. ITEMS QTTY. RATE PER AMOUNT
(A) For Circular machine hole (heavy
(B) For Scraper machine. 15.00 7289.00 No.
(C) For House Connection Chamber
Providing and filling Rubble including
hand packing and filling interstices with
quarry spalls behind abutment and
between ruturns as derected.
Shoring or timbering for trench with
mm thick planks and suitable size struts 26040.00 81.65 S.M.
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 1036.00 7922.00 No.
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.
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 0.00 267.86 No. -
well as outside of existing machine hole,
curing etc. complete as directed by
Engineer-in-charge.
Corrugated DWC HDPE pipes (Double
Wall Corrugated High Density
Polyethylene 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,
SR. ITEMS QTTY. RATE PER AMOUNT
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.
kg/cm2Lowering, 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 ISI
code.(A) 75 mm dia.
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 25.00 20089.29 Nos.
450mm-600mm sewer line 25.00 20982.14 Nos.
700mm-1200mm sewer line 25.00 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 5860.00 196.43 SM
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
SR. ITEMS QTTY. RATE PER AMOUNT
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
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 8.01 6250.00 KM
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 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 diameter.
824 mm OD 12 mm thickness 30.00 22358.84 Rmt.
1028 mm OD 14 mm thickness 0.00 31065.24 Rmt. -
1232 mm OD 16 mm thickness 160.00 41189.38 Rmt.
1440 mm OD 20 mm thickness 50.00 57779.51 Rmt.
Demolition/Dismentalling RCC work or
masonary work or removing of paver
block flooring in any part inculuding
stacking of serviceable/useful material
and disposal of unserviceable material
with all lead and lift.
SR. ITEMS QTTY. RATE PER AMOUNT
(a) Brick masonary work/Paver block 25.00 550.40 CM
(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- coarse sand: 6- graded
stone aggregate of 40 mm nominal size)
using granite quartzite trap metal of size
12mm to 25mm including consolidation
curing etc. complete
Without Formwork
Providing & construction brick work
using Fly Ash bricks having crushing
strength not less than 35 Kg./sq.cm. in
foundation & plinth in C.M. 1:6 (1
cement:6 sand) etc. comp. Foundation
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 of cement slurry mixed with
admixture of lime or neeru in required
proportion etc. complete in C.M. 1:3 (1
Cement : 1-sand)
(A) For wall and similar surfaces --
Providing and laying cement concrete
1:1.5:3 (1 cement: 1.5 sand: 3 graded
stone agg. 20 mm nominal size) & curing
comp. lnclud. cost of form work but
exclu. Cost of reinforcement for
reinforced concrete work in: (A)
Foundation, footing, Base of columns
and Mass concrete.
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 & laying in trenches
galvanised mild steel tubes (medium
grade) TATA / ZENITH / ASIAN /
JINDAL MAKE of the following
SR. ITEMS QTTY. RATE PER AMOUNT
nominal bore & tube fittings etc. comp. -
40 mm dia 25.00 425.33 Rmt
65mm dia 25.00 723.83 Rmt
Providing mantaing upto the required
period safe guarding lightening the
excavated trenches with proper
barricading, fencing with timer balles,
bamboos, G.I. sheets, red fiag and red
lights alongwith the provision of the
chowkidars as directed by Engineer-in-
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
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 (
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 of C.I. Cover
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. ITEMS QTTY. RATE PER AMOUNT
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
mm for RCC work, including scaffolding
centering, form work, needle vibrated
consolidation, curing comp. up to 6 meter
depth or height (excluding cost of
reinforcement and neat finishing) with
centering and shuttering/de-shuttering
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
mm for RCC work, including scaffolding
centering, formwork, needle vibrated
consolidation, curing complete up to
meter depth or height (excluding cost of
reinforcement and neat finishing) with
centering and shuttering/deshuttering etc.
(for Sluice valve, Scour valve and Air
Valves) 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
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 centering and
shuttering/deshuttering etc. comp. up to
meter height /depth Av. G.L.for all water
retaining structures
(A) Bottom base slab 5.00 6905.00 Cum
(B) Vertical Wall/kerb (Th. Above
(C) Column 5.00 9317.00 Cum
(D) Beam 5.00 8486.00 Cum
SR. ITEMS QTTY. RATE PER AMOUNT
(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 channels angles, tees, flats with 5.00 9047.86 Quintal
connection plates or angle cleats as in
main & cross beams, hip & trussed
purlins connected to common rafters &
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 all materials.
15 mm Dia 25.00 72.65 Rmt
25 mm Dia 25.00 91.84 Rmt
40 mm Dia 25.00 148.12 Rmt
50 mm Dia 25.00 195.67 Rmt
Supplying cutting, bending, binding and
placing in position steel as per plan and
design and as per ISS 2502 including cost
of steel and binding wire for reservoirs /
structures only including lift upto 6 mt.
height or depth below G.L. for all
Thermo mechanically trated (TMT) bars
Fe-500 grade for all diameters.
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 10.00 524.00 Sqm
bedding. Item includes levelling by using
vibratory plates compacted machine.
Item also includes all materials, labour,
equipments, tools, plants, watering,
cleaning etc. complete. (Without colour)
SR. ITEMS QTTY. RATE PER AMOUNT
Providing constructing brick masonry
inlet chamber of 750 x 600 x 1500 mm
internal dimension with necessary
excavation refilling 350 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 cement 5.00 13548.00 No.
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. complete
TOTAL AMOUNT Rs.
TOTAL AMOUNT Rs.
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