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Tender Value
₹19.8 Cr
EMD Value
₹19.8 L
Closing Date
20 Apr 2026, 6:00 pmClosed
Deputy Municipal Commissioner (D)
Construction of road layers from sub grade to binder/ wearing course having width below 24.00 mt. wide road and reinstatate of trench line falling in OLD AREA of North Zone (Katargam) of Surat city by contractors own batch mix type hot mix plant and W.M.M. plant to be installed within Surat city limit with sensor operator paver finisher including construction/repair of footpath, divider, water table and providing and laying/fixing of pavement markings, road studs, road signages with other traffic safety measures (2nd Attempt).(Work No.01)
295141
DMC/NZ/18/2025-2026,(WORK NO.01)
Open
Civil Works - Roads
Surat
3 documents required · 3 mandatory
₹21,240
Commissioner, Surat Municipal Corporation
₹19.8 L
7 Apr 2026
7 Apr 2026
7 Apr 2026
20 Apr 2026
7 Apr 2026
Name of Work:- Construction of road layers from sub grade to binder/ wearing
course having width below 24.00 mt. wide road and reinstatate of
trench line falling in OLD AREA of North Zone (Katargam) of
Surat city by contractor's own batch mix type hot mix plant and
W.M.M. plant to be installed within Surat city limit with sensor
operator paver finisher including construction/repair of footpath,
divider, water table and providing and laying/fixing of pavement
markings, road studs, road signages with other traffic safety
measures (2nd Attempt) (Work No. 01).
Uploading of tender documents Dt. 01/04/2026
Last date of Document Dt. 20/04/2026 Up to 17.00 Hrs.
Last date of Online bid Dt. 20/04/2026 Up to 18.00 Hrs.
Online query Bidder shall have to post there queries on E-mail address
[email protected] on or before Dt. 10/04/2026.
Pre bid Meeting -
Physical submission of EMD, Up to Dt. 01/05/2026, Up to 18.00 Hrs. at the office of
Tender fee. “Chief Accountant, Surat Municipal Corporation, Shri Tapi
Bhavan,Surat by Speed Post/RPAD only.” In sealed cover
duly super scribed with name of work and tender notice
Opening of Technical bid Probable Dt. 21/04/2026
SURAT MUNICIPAL CORPORATION
NORTH ZONE (KATARGAM)
Name Of Work :- Construction of road layers from sub grade to binder/ wearing
course having width below 24.00 mt. wide road and reinstatate of trench line
falling in OLD AREA of North Zone (Katargam) of Surat city by contractor's own
batch mix type hot mix plant and W.M.M. plant to be installed within Surat city
limit with sensor operator paver finisher including construction/repair of
footpath, divider, water table and providing and laying/fixing of pavement
markings, road studs, road signages with other traffic safety measures (2 nd
Attempt) (Work No. 01).
I/We the undersigned do hereby tender for carrying out the work described in the schedule below
subject to the condition annexed.
Should this tender be accepted I/We hereby agree to abide by and to fulfill all the terms and
provisions of specifications and conditions of contract annexed hereto so far as they are applicable
and default thereof to forfeit and pay to the Municipal Corporation the sum of money mentioned in
the said conditions.
The earnest money deposited by me/us with tender may be forfeited to the said Municipal
Corporation if I/We do not deposit the full amount of security deposit, in accordance with the
clause (1) of the said conditions of contract.
EXECUTIVE ENGINEER
NORTH ZONE (KATARGAM)
SURAT MUNICIPAL CORPORATION
SIGNATURE OF THE TENDERER.
Sr. Contents Page No.
2 Abstract, Bill of Quantities and Estimate
Schedule B Construction of road layers from sub grade
to binder/ wearing course having width below
mt. wide road and reinstatate of trench line falling in
OLD AREA of North Zone (Katargam) of Surat city by
contractor's own batch mix type hot mix plant and
W.M.M. plant to be installed within Surat city limit with
sensor operator paver finisher including
construction/repair of footpath, divider, water table
and providing and laying/fixing of pavement markings,
road studs, road signages with other traffic safety
measures (2nd Attempt) (Work No. 01).
3 Percent below / above the estimated rates
SURAT MUNICIPAL CORPORATION
NORTH ZONE (KATARGAM)
NAME OF WORK :- Construction of road layers from sub grade to binder/ wearing
course having width below 24.00 mt. wide road and reinstatate of trench line
falling in OLD AREA of North Zone (Katargam) of Surat city by contractor's own
batch mix type hot mix plant and W.M.M. plant to be installed within Surat city
limit with sensor operator paver finisher including construction/repair of
footpath, divider, water table and providing and laying/fixing of pavement
markings, road studs, road signages with other traffic safety measures (2 nd
Attempt) (Work No. 01).
BILL OF QUANTITIES
1) The Bill of Quantities shall be read in conjunction with the Instructions to Bidders, General
and Special Conditions of Contract, Technical Specifications and Drawings.
2) The quantities given in the Bill of Quantities are estimated and provisional and are given to
provide a common basis for bidding. The basis of payment will be the actual quantities of
work ordered and carried out, as measured by the contractor and verified by the Engineer.
3) The bidder must quote his rate above / below the estimated rate specified in the Bill of
Quantities part for each item of work both in words and figures.
4) The rates and prices quoted in Bid in the priced Bill of Quantities, except in so far as it is
otherwise provided under the Contract, include all constructional plant, labour, supervision,
materials, erection, maintenance, insurance, profit, taxes and duties, together with all general
risks, liabilities, and obligations set out or implied in the Contract and including remedy of
any defects during the Defects Liability Period.
5) All rates and sums of money quoted in the Bill of Quantities shall be in Indian Rupees (Rs)
rounded to the nearest whole number.
6) The whole cost for complying with the provisions of the Contract shall be included in the
items provided in the Bill of Quantities.
7) Where no items are provided, the cost shall be deemed to be distributed among the rates and
prices entered for the related items of work.
8) After adjusting the bid prices as stated above, final bid evaluation will be done as follows:
(a) Bidder needs to quote in percentage of rates (above /below as indicated in BOQ) for each
part of BOQ. It is mandatory for further evaluation of bids & payment. Payment of items
of each part of BOQ shall be made as per quoted percentage for each part of BOQ.
(b) Successful bidder will be decided based on overall percentage quoted above/below of
Total estimated amount as indicated in Vol-II for the complete project.
9) General directions and descriptions of work and materials are not necessarily repeated nor
summarized in the Bill of Quantities. Reference to the relevant sections of the contract
documentation shall be made before entering prices against each item in the priced Bill of
10) The method of measurement of completed work for payment shall be in accordance with the
requirements as stated in the individual sections of the Technical Specifications.
11) Errors will be corrected by the Employer for any arithmetical errors pursuant to Clause 25 of
the Instructions to Bidder.
12) The specification numbers stated in the detailed description of items of works against
each item are indicated for guidance of the Bidders. However, any of the specification
alluded to the specifications referred to in the Bill of Quantities and / or any other
specifications from Vol.3 “Technical Specifications” which in the opinion of the Engineer
are applicable for a particular item is deemed to have been included in the scope of item and
fully covered by the rates quoted for the items. In case of any discrepancies between
provisions stated in the description of individual items and those covered by the technical
specifications, the provisions in the description of item shall have preference.
13) Rock is defined as all materials which in the opinion of the Engineer, require blasting or the
use of metal wedges and sledge hammers or the use of compressed air drilling for its removal.
14) All concrete items above and including M-15 shall be controlled concrete only.
15) Grouping of items under subheads of different sections is done in Part B BOQ for the
convenience. Any item from any section can be considered for operation in any other section
as indicated as directed by the Engineer.
16) The units of measurement described in the Bill of Quantities are metric units.
17) Abbreviations used in the Bill of Quantities are as follows:
ABBREVATIONS : FOR
Rs or RS : Indian Rupees
LS or L.S. or SUM : Lump Sum
nr. or No. or nos or Nos. : Number (s)
RM : Running metre
KM or km : Kilometre
hct./ha : Hectare
M2 or Sq.m or Sq.m or : Square metre
M3 or Cum or cu.m or : Cubic metre
CC. or c3 or cu.cm : Cubic centimeter
KG or kg or Kg : Kilogram
Mt or tonne or T or MT : Metric Tonne
HP : Horse Power
PS : Provisional Sum
IRC : Indian Roads Congress
MoRT&H : Specifications for Road and Bridge Works
Specification(s) (last revision) issued by the Ministry of
Surface Transport (Roads Wing),
Government of India.
ASP : Additional Technical Specification
BIS : Bureau of Indian Standards
Prov. : Provisional
P.O.L. or POL : Petrol, Oil and Lubricants
Veh. Month or Veh : Vehicle month
month : Calendar month
FRL : Finished Road Level
Veh. Km : Vehicular Kilometre
TS : Technical Specification
EXECUTIVE ENGINEER
NORTH ZONE (KATARGAM)
SURAT MUNICIPAL CORPORATION
SIGNATURE OF THE TENDERER.
SURAT MUNICIPAL CORPORATION
NORTH ZONE (KATARGAM)
CARPET/RECARPET 2025-2026
TENDER NOTICE Deputy Municipal Commissioner/North Zone/18/2025-26
Name of Work:- :- Construction of road layers from sub grade to binder/
wearing course having width below 24.00 mt. wide road and reinstatate of
trench line falling in OLD AREA of North Zone (Katargam) of Surat city by
contractor's own batch mix type hot mix plant and W.M.M. plant to be installed
within Surat city limit with sensor operator paver finisher including
construction/repair of footpath, divider, water table and providing and
laying/fixing of pavement markings, road studs, road signages with other traffic
safety measures (2nd Attempt) (Work No. 01).
BOQ TO BE FILLED BY BIDDER (ONLINE)
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Box cutting the road surface to
proper slop and camber for road work
including a base for road work
1 including removing the excavated 28000.00 109.41 CM
stuff depositing on the road side to a
slop as directed up to 50.0 mt. Lead.
Removing of Existing metalled
grouted road/Asphal Road surface
upto base course including stacking of
material upto lead of 50 mt. (Note :
Removing of Existing road shall be
Carryout only by Cutter Machine
/Hydraulic Bracker).
Providing cutting of exisiting
bituminous surface upto suitable
depth in line and alignment using
Mechanically operator cutter machine
1 (B) before excavating existing surface for 500.00 51.00 RM
utility laying including cost of all
type of machinery, fuel, labour, etc
and as per direction of Engineer
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Excavation of the soil by means of
Disc Harrowing or Rotavator, as
the case may be, upto 240 mm depth
for full width of road and breaking the
2 soil into pieces less than 20 mm 14000.00 20.33 CM
etc.by the use of rotavator and as
directed by engineer in charge. (200
mm compacted thickness)
Supplying Fly ash including
collecting, carting, stacking and
3 spreading the same as per details in 3500.00 572.00 MT
tender specification & as directed by
engineer in charge.
Supplying and carting of Hydrated
lime (CaO content not less than 70%)
and spreading the same with the
excavated soil and flyash thoroughly
by Disc Harrowing Rotavator or as
4 the case may be, including 700.00 6952.00 MT
watering,Tests required to be carried
out etc. complete as per details in
tender specification & as directed by
engineer in charge.
Rolling and compaction of
Subgrade with 8 T. vibratory roller
and filling in depressions which occur
5 during the process as per details in 14000.00 33.09 CM
tender specification & as directed by
engineer in charge.
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 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.,
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Providing and laying Wet Mix
Macadam with paver finisher in
specified thickness, each layer not
exceeding 200 mm compacted
thickness including premixing in
WMM plant with well graded crushed
stone aggregate, with watering and
spreading by mechanical means to
7 required profile and compacting by 7000.00 1654.66 CM
vibratory roller of minimum 80-100
kN static weight to achieve desired
density of 98% of MDD including all
material, labour, machinery, test with
all leads and lifts etc.,complete as per
details in tender specification & as
directed by engineer in charge.
Supplying and applying Slow
Setting-1 (SS-I) bitumen emulsion
confirming to IS 8887, for application
of prime coat over Wet Mix
Macadam at the rate of 0.85 kg per
8 Sq.Meter area, including all materials, 70000.00 68.67 SM
labour, machinery,test with all leads
and lifts etc., complete as per details
in tender specification & as directed
by engineer in charge.
Supplying and applying Rapid
Setting-1 (RS-I) bitumen emulsion
confirming to IS 8887, for application
of Tack coat before application of
binder course at the rate of 0.27 kg.
per Sq. Meter area, 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 in charge
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Providing and laying DENSE
GRADED BITUMINOUS
MACADAM (DBM) as per
gradation and bitumen for mixing
shall be as arrived from mix design,
provided in no case it shall be less
than 4.0% for Grade I and 4.5% for
Grade II by wt. of total mix as
binder by batch mix type hotmix
plant and laying by sensor paver
10 finisher including consolidation by
rollers as specified including
providing and operating plant, sensor
paver and machinery, cost of fuel, oil
lubricant and labour charges, tests
requied to be carriedout including
cost of aggregate and filler (if found
required as per mix design)etc
complete (Including cost of
providing bitumen )
4.50% bitumen (including cost of
providing VG-30 bitumen) DBM-II
4.00% bitumen (including cost of
providing VG-30 bitumen) DBM-I.
4.50% bitumen (excluding cost of
providing VG-30 bitumen) DBM-II
4.00% bitumen (excluding cost of
providing VG-30 bitumen) DBM-I.
Supplying and applying Rapid
Setting-1 (RS-I) bitumen emulsion
confirming to IS 8887, for application
of Tack coat before application of
wearing course at the rate of 0.25 kg.
per Sq. Meter area, 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 in charge.
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Providing and laying 25mm to 50mm
thick compacted BITUMINOUS
CONCRETE (BC) using aggregates
as per gradation and percentage of
bitumen for mixing shall be as arrived
from mix design, provided in no case
bitumen percentage shall be less
than 5.2% for Grade I and 5.4% for
Grade II by Wt. of total mix as binder
by batch mix type hot mix plant and
12 laying by sensor paver finisher
including consolidation by rollers as
specified including providing and
operating plant, sensor paver and
machinery, cost of fuel, oil, lubricant
and labour charges, tests requied to be
carriedout including cost of aggragate
and filler (if found required as per
mix design) etc. complete (Including
cost of providing bitumen )
5.40% bitumen (including cost of
providing VG-30 bitumen) BC-II
5.20% bitumen (including cost of
providing VG-30 bitumen) BC-I
5.40% bitumen (excluding cost of
providing VG-30 bitumen) BC-II
5.20% bitumen (excluding cost of
providing VG-30 bitumen) BC-I
Collecting, carting and stacking Stone
Dust on road side as directed and
flushing the same on Bituminous
13 surfaces at the rate of 0.30 C.M. per 235000.00 2.47 SM
10 smt. as per details in tender
specification & as directed by
engineer in charge.
Providing & Laying Bitumen
painting (VG30) by mechanical
sprayer on wearing
course(BC)surface using bitumen @
5.0kg. / 10.0 S.M. And spreading
stone dust @ 0.03 C.M. / 10.0 S.M.
On painted surface including
14 operating cost of contractor's own 1500.00 33.66 SM
equipment, fuel, lubricants, carting of
required materials, all labour and
material cost (Including cost of
bitumen) preparing surface by
brushing with wire brushes, sweeping
with mechanical broom / compressed
air and finally fanning the cleaned
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
surface with gunny bags to remove all
loose dirt etc. completeas per details
in tender specification & as directed
by engineer in charge.
Preparing surfaces by excavating
with spades, scraping with shovel,
brushing with wire brushes for
removing caked mud up to 150mm
thick etc. sweeping with brooms and
finally fanning the cleaned surface
with gunny bags to remove all loose
dirt etc. including carting of
excavated stuff from site.including all
lobour & equipment.
Picking of the bituminous surface
using JCB excavator or by any
mechanical means, cleaning and
removal of loose and unsuitable
material on the road surface including
cost of fuel, oil, lubricant, labour
charges and disposal of loose
unsuitable material from site to the
disposal site as directed by Engineer
Scarifying the graveled macadam,
bituminous macadam surface 6 cm.
to 10 cm. deep including stacking the
useful materials and disposing
remaining stuff including loading
and unloading and carting the same
within city limit as directed by
Engineer in charge.
18 Machine Hole
Providing, supplying & Fixing heavy
duty I.S.I mark RCC precast
manhole frame with cover at site as
per design for circular manhole
including labour charge etc.,
Complete as per details in tender
specification & as directed by
engineer in charge.
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Providing and laying PLAIN
CEMENT CONCERETE M-200-
(1:1.5:3) ( 1 cement, 1.5 coarse
sand, 3 stone Aggregate of 20mm
nominal size) for raising / lowering
the existing manhole cover (with
frame) of drainage water supply,
sewer trap chamber, Gas chamber,
scrapper manhole frame & cover
and/or chambers of any utility
services upto the newly
carpeted/re-carpeted road surface
including in C.M. 1:3 on both side
20 Inlet Chamber
Raising & Lowering up to 10 cm inlet
Chamber to the required level upto
FRL of DBM/BCIncluding all
Materials, formwork including
removing existing Inlet Chamber
20 frame Cover and Fixing Existing Inlet 450.00 701.00 No.
Chamber frame Cover and Removing
Existing Material from Inlate
Chamber (Add or Deduct Rs.
per 0.10 mt depth increase or
Providing and fixing RCC pre cast
21 Inlet Chamber Cover of M-30 grade
as per Drawing and Specifications.
A size 750 mm x 600 mm 50.00 1661.00 No.
B size 600 mm x 450 mm 50.00 722.00 No.
Providing and fixing RCC pre cast
22 Inlet Chamber Frame of M-30 grade
as per Drawing and Specifications.
A size 750 mm x 600 mm 50.00 1038.00 No.
B size 600 mm x 450 mm 50.00 529.00 No.
Carting and conveying of bitumen
from refinery / any depot of oil
companies to Surat including loading
& unloading in suitable tanks/drums
etc. Complete (without octroi charge
applicable from time to time).
[1] From Koyali and Savli refinery
(baroda) 0.00 918.96 MT
[2] From Vapi 0.00 755.34 MT
[3] From Mumbai 0.00 1426.54 MT
[4] From Hazira 0.00 265.84 MT
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Providing SEMI DENSE
BITUMINOUS CONCRETE
(SDBC) with aggregates as per
gradation and bitumen for mixing @
5.50% by Wt. of total mix as binder
24 by batch mix type hot mix plant 3000.00 3727.91 MT
including cost of fuel, oil, lubricant
and labour charges tests required to
be carriedout including cost of
aggregates and Including cost of
Excluding Bitumen SDBC 5.50 % by
Providing and filling Yellow
soil/mixed soil with necessary
dumping filling of the trenches of
each layer not exceeding 150mm
depth of not including watering,
raming,consolidation,labour charge &
tests required to be carriedout etc.,
Earth work in embankment for
subgrade and shoulders by using
mechanical means with approved
material AS HARD MURRUM /
QUARRY SPALL having 4 days
soaked CBR equal to or more than
8%, laying in layers not exceeding
250 mm loose, breaking clods,
dressing to the required lines, curves, 700.00 1116.41 CM
grades, watering to OMC and
compacting to 97% modified Proctor
density with vibratory rollers having
minimum 80 - 100 KN staticweight
including all lobour, equipments
charges & tests required to be
carriedout with all leads and lifts etc.
Total of Part-I
27 FOOTPATH, KERB & DIVIDER
Excavating the road surface upto
required depth including removing
the excavated materials and
depositing on the road side upto
mt. lead etc. complete. Including
labour, machinery & equipments
require to complete this item and as
detailed in tender specification & as
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
directed by engineer in charge.
Dismantling of structures of
roadways, including disposing off
unserviceable material free of cost
which will be the owenrship of
27.2 contractor or as directed by the
Engineer with all leads and lift etc.
Including labour, machinery &
equipments required to complete this
(A) R.C.C. Pardi 100.00 1110.75 CM
(B) Removing existing Kotah Stone 100.00 50.11 SM
(C) Brick / Stone Masonary 100.00 577.92 CM
(D) Plain Concrete 100.00 639.72 CM
(E) Bituminious Pavement 100.00 288.65 CM
(F) Non Bituminious Pavement 100.00 155.25 CM
Preparation of subgrade with
compacting. levelling and
consolidation of subgrade with mini
roller/plate vibrator machine
including watering and filling in
27.3 depression which occur during the 16000.00 5.03 SM
process. including labour,machinery,
equipments required to execute this
item etc. complete as detailed in
tender specification & as directed by
engineer in charge.
Providing and laying cement
concrete 1:5:10 (1 cement : 5 coarse
sand : 10 graded stone aggregate of
20 mm nominal size) and curing
complete excluding cost of form work
27.4 and reinforcement for reinforced 1200.00 2606.92 CM
concrete in vertical and horizontal
fins upto floor two.including
labour,machinery, equipments
required to execute this item etc.
Supplying and filling fine sand
(Pana/Stone Dust/Crush sand) in
25/75 mm (Avg.) compacted
thickness over the base including
necessary compaction, watering etc.
complete. item includes levelling by
using mini rollar/plat vibrator
machine and as per details in tender
specification & as directed by
engineer in charge.
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Providing 100 mm thick readymade
C.C. kerb of strength M20 (Size
x 380 mm) purchased from S.M.C.'s
approved paver block manufacturer
and setting in line, level and in truly
vertical position, including filling
joints 10mm width in C.M. 1:1 (1 Part
of cement 1 part of coarse sand)
27.6 smooth pointing in C.M. 1:1 (1 Part
of cement : 1 Part of stone dust)
including watering, test required to be
carriedout etc. complete and as
directed by Engineer-in-charge).
including watering, labour, tests
required to be carried out, machinery,
equipments required to execute this
item etc. complete.
B Size in mm(H 480 x W 300 x T 150) 0.00 380.00 R.M.
C Size in mm(H 300 x W 380 x T 100)
A For regular edge of footpath 6000.00 228.00 RM
For roundling at the edge of footpath
(For fanning portion)
Providing and fixing interlocking type
Rubber Moulded cement concrete
paver block of approved shape,
design and colour having 60 mm
thickness (M-35), purchased from
SMC's approved paverblock
manufacture only and fixing on fine
sand bedding. Item includes levelling
by using plate vibrator compactor
machine. Item also includes all
material colour, equipments, tools,
plants, curing, watering, cleaning, test
required to be carriedout etc.
A With Colour 2287.00 524.00 SM
B Without Colour 11713.00 524.00 SM
With Colour (produced by C&D
Without Colour (produced by C&D
As per CE note no. : 1910,4.7.2022
1 Reycle product produced by C&D
waste project plant (Max. usage 20%
of total requirement. Refer this note
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Providing and setting 50 to 60 mm
thick Rouge Kotah Stone Water
Table in line, level and in required
gradient including 25 mm thick
beddcing in C.M. 1:6 (1 Part of
cement : 6 Part of coarse sand) with
sufficient ramming consolidation.
Providing joints in C.M. 1:3 (1 Part of
cement : 3 Part coarse sand) and
smooth pointing in C.M. 1:1 (1 Part
of Cement, 1 Part of coarse sand)
including watering etc. complete and
as per details in tender specification
& as directed by engineer in charge.
B Size : 1' x 1'(40 to 50 mm thick) 0.00 125.88 RM
Providing and fixing in position
readymade cement concrete Water
Drain Slab ( 300 x 300 x 80 mm )
M-30 Grade with all labour, material, 5000.00 189.00 RM
testing charge etc. complete as per
details in tender specification & as
directed by engineer in charge.
Readymade water drain channel (600
Supplying and fixing RCC Collar
(300 mm dia) for tree plantation
including all taxes, carting, loading,
27.10 unloading etc. complete.with all 50.00 60.00 No.
labour, material charge etc. complete
as per details in tender specification
& as directed by engineer in charge.
TREE GARD ID 500mm,
800x800x75mm (Type-D) (SET-4)
Providing and applying two coats of
Synthetic Enamel Paint including
27.11 primer to kerb as per technical 0.00 90.00 SM
specifications and as directed by
Engineer - in - charge.
Removing existing kotah stone
flooring in mortar and vertical stone
kerbing including stacking of
27.12 serviceable material carting at SMC 0.00 50.11 SM
store disposal of unserviceable
material with all lead and lift.
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Removing and resetting existing
rough kotah stone water table for
footpath in line, level and proper
gradient including 25 mm thick
bedding in CM 1:6 (1 Part of Cement,
6 Part of coarse sand) with sufficient
ramming,consolidation,Providing
joints in C.M.1:3 (1Cement:3Coarse
sand) and smooth pointing in C.M.1:1
(1 Cement:1Coarse sand) including
watering etc. complete as per details
in tender specification & as directed
by engineer in charge.
Removing and resetting Existing
paver block, including all watering
leveling, cleaning, labour &
Equipments chagres etc. complete as 2000.00 102.00 SM
per details in tender specification &
as directed by engineer in charge.
Removing and Restating Existing
Paver Ready made C.C.Kerb of
strength of required size & thickness
in line, level and truly vertical
position , including filling joints in
27.15 C.M.1:1 (1part of cement 1 part of 500.00 56.00 R.M.
coarse sand) smooth pointing in
C.M.1:1 (1 part of cement : 1 part of
stone dust) including watering etc.
complete as directed by engineer in
Excavation for 27 cm wide and
cm deep Gishi in Ashpalt
Bitumeneous road for erection of
concrete wall as a road devider and
removal of all excavated materials /
asphalts etc. from the site as per
details in tender specification & as
directed by engineer in charge at the
cost of contractor.
Providing and laying cement concrete
cast-in-situ/Precast kerb in M-20
grade as per drawing and as per
27.17 details in tender specification & as 0.00 564.00 No.
directed by engineer in charge with
all leads, lifts, loding & unloding etc.
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Providing and laying cement concrete
cast-in-situ Guard Stone (1:1/2:3) (1
Cement : 1/2 Coarse sand : 3 graded
stone aggregate of 20 mm nominal
27.18 size) including cost of form work 0.00 395.00 Nos.
including, curing labour, machinery,
equipments required to execute this
item etc. complete. Size :- (600 x
Total of Part-II
28 PAVEMENT MARKING & CAT EYE
Providing and applying 2.50 mm
thick hot applied thermoplastic
road marking of white / yellow colour
on bituminous / concrete surface with
fully automatic machines as per
detailed drawings / engineers
28.1 instructions for Lane markings, edge 1000.00 367.72 S.M.
markings / arrows including
materials, labour charges, tests
required to be carried out etc.
complete as per details in tender
specification & as directed by
engineer in charge.
a For Edge line marking of 15cm width
For Center Line marking of 10cm
For pedestrian markigns at junctions
(Zebra Crossing)
For pedestrian markigns at junctions
e Letter markigns at junctions
Direction arrow markigns at
g For lane line marking of 15cm width
Supplying of Molded Shank Raised
Pavement Markers made of
polycarbonate and ABS molded body
and reflective panels with micro
prismatic lens capable of providing
total internal reflection of the light
28.2 entering the lens face and shall 100.00 217.40 No.
support a load of 16000 kg tested in
accordance to ASTM D 4280 Type H
and complying to Specifications of
Category A of MORTH Circular No
RW/NH/33023/10-97 – DO III Dt
11.06. 1997. The height, width and
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
length shall not exceed 50 mm,
mm and 100 mm and with minimum
reflective area of 13 Sqcm on each
side and the slope to the base shall be
35 +/- 5 degree. The strength of
detachment of the integrated
cylindrical shanks, (of diameter not
less than 19 +/- 2 mm and height not
less than 30+/- 2 mm) from the body
is to be a minimum value of 500 Kgf.
Fixing will be by drilling holes on the
road for the shanks to go inside,
without nails and using epoxy resin
based adhesive as per manufacturer’s
recommendation and complete as
directed by the engineer. (3M or
Equivalent Brand)
Solar Stud: Supplying of Solar
Raised Pavement Markers made of
polycarbonate molded body with
circular shape, solar powered, LED
self illumination in active mode,
360 degree illumination and
reflective panels with micro
prismatic lens capable of providing
total internal reflection of the light
entering the lens face in passive
mode. The marker shall support a
load of 20000 kg tested in accordance
to ASTM D 4280. The marker should
be resistant to dust and water ingress
according to IP 65 standards and
should withstand temperatures in the
range of 0 C to 70 C. Color of
lighting could be provided in red or
yellow (amber) as per requirement
and typical frequency of blinking is
Hz. There should be current losses
of less than 20 micro- amperes at
2.4 V in sleep-charging mode to
enhance the life of the marker and a
full charge should provide for a
minimum autonomy of 50 hours.
The height, width and length of
the marker shall not be less than
Also, the surface diameter of the
marker shall not be less than 100 mm
respectively. The weight of the
marker shall not exceed
Kilograms. Fixing will be by
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
drilling holes on the road for the
shanks to go inside, without nails and
using epoxy resin based adhesive as
per manufacturers recommendation
and complete as directed by the
engineer. (3M or Equivalent Brand)
Flexible Median Marker:- Providing
and Fixing of Flexible Median
Marker that are made of tough, high
impact resistant, injection-molded,
thermoplastic body with property of
flexibility to provide high
durability.The dimention of flexible
median marker should not exceed
18.4cm in height (including shank
height), 12.5cm in width,0.65cm in
thikness and shank depth shall be
3.4cm.the body structure shall be
rounded at all it's corners and
edges.the plastic used for molding the
flexible median marker should
survive impact load 5kg continuosly
for 750 times at room
temperature.The logo of the
manufacturer shall be embossed on
28.4 either side of the body in the injection 0.00 271.69 No.
molding process. The median marker
shall have flame like shaped body
with,fluorescent yellow colour retro-
reflective sheeting of size not less
than 90cm square,with fully reflective
micro prismatic cube corners as it's
retro-reflective elements as per IRC-
67 2012 and ASTM D4956-09 type
XI specifications reflective values.
The retro-reflective sheeting shall be
one or both sides of the flexible
medain marker and shall be edge
protected with no exposed edges
which will prevent edge
lifting,vandalism,sheeting damage,
etc. The flexible median marker shall
be fixed by a combination of adhesive
and grouitng as recommended by
manufacturer and Engineer in charge.
Total of Part-III
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
29 ROAD SIGNAGES
Cautionary Warning Sign :-
Providing and fixing sign boards
made out of 2mm aluminium sheet/
4mm ACP (Aluminum composite
Panel); size 90 x 90 x 90 cms.
equilateral triangle as per design of
IRC-67-2012.Pre treated with
phospheting process & acid etching;
coated with one coat of epoxy primer
and two coats of best quality epoxy
paint; reflectorised with High
Intensity Prismatic Grade retro
refiectivesheeting of Type-4 as per
ASTM D-4956 and latest
M.O.S.T.Specifications; 3.6mtr long
stand post of Iron Angle 75 x
x 6mm / 65NB Circular MS Pipe
as required and frame fabricated
from suitable size iron angle of
x 35 x 3mm; painted with
bestquality epoxy coatings in black
and white bends. The details of
symbol for each board shall be as per
the instruction of engineer in
charge. The fixing at site shall be
in 1:2:4 CC blockof size 45 x
45 x 60 Cms. for each leg
including excavation, curing
etc.complete under the supervision
of engineer in charge. A warranty
for 7 years for the Retro reflective
sheeting from original manufacturer
& a certified copy of 3 year outdoor
exposure test report from third party
test lab for the product offered shall
be submitted by contractor. (B)
Class-B Type-4 Retro Reflective
Facility Informatory Sign :-
Providing and fixing sign boards
made out of 2mm aluminium sheet
/ 4mm ACP (Aluminum composite
29.2 Panel); size 80 x 60 cms. rectangular 10.00 3990.64 No.
as per design of IRC-67-2012. Pre
treated with phospheting process &
acid etching; coated with one coat of
epoxy primer and two coats of best
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
quality epoxy paint ; reflectorised
with High Intensity Prismatic Grade
retro refiectivesheeting of Type-4 as
per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.6mtr long
stand post of Iron Angle 75 x 75 x
6mm / 65NB Circular MS Pipe as
required and frame fabricated from
suitable size iron angle of 35 x 35 x
3mm; painted with bestquality epoxy
coatings in black and white bends.
The details of symbol for each board
shall be as per the instruction of
engineer in charge. The fixing at
site shall be in 1:2:4 CC blockof size
45 x 45 x 60 Cms. for each leg
including excavation, curing
etc.complete under the supervision of
engineer in charge. A warranty for
7 years for the Retro reflective
sheeting from original manufacturer
& a certified copy of 3 year outdoor
exposure test report from third party
test lab for the product offered shall
be submitted by contractor. (B)
Class-B Type-4 Retro Reflective
Regulatory/ Mandatory Signs :-
Providing and fixing sign boards
made out of 2 mm aluminium sheet;
size 60 cms. diameter circle as per
design of IRC 67-1977. Pre treated
with phospheting process & acid
etching; coated with one coat of
29.3 epoxy primer and two coats of best 10.00 3540.12 No.
quality epoxy paint; reflectorised with
retro refiective sheeting as per latest
M.O.S.T. Specifications; 3.1 m long
stand post and frame fabricated from
suitable size iron angle of 35 x 35 x
mm, 75 x 75 x 6 mm as required;
painted with best quality epoxy
coatings in black and white bends.
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
The details of symbol for each board
shall be as per the instruction of
engineer in charge. The fixing at site
shall be in 1:2:4 CC block of size 45 x
45 x 60 Cms. for each leg. including
excavation, curing etc. complete
under the supervision of engineer in
charge. (B) High Intensity Grade.
Direction (Junction) Sign :-
Providing and fixing sign boards
made out of 2mm aluminium sheet
/ 4mm ACP (Aluminum composite
Panel); size 244x122 cms. rectangular
as per design of IRC-67-2012. Pre
treated with phospheting process &
acid etching; coated with one coat of
epoxy primer and two coats of best
quality epoxy paint ; reflectorised
with High Intensity Prismatic Grade
retro refiectivesheeting of Type-4 as
per ASTM D-4956 and latest
M.O.S.T.Specifications; 4.0mtr (2
Nos.) long stand post of Iron Angle
75 x 75 x 6mm / 65NB Circular
MS Pipe as required and frame
fabricated from suitable size iron
angle of 50x50x5mm; painted with
bestquality epoxy coatings in black
and white bends. The details of
symbol for each board shall be as
per the instruction of engineer in
charge. The fixing at site shall be in
1:2:4 CC blockof size 45 x 45 x
Cms. for each leg including
excavation, curing etc.complete
under the supervision of engineer in
charge. A warranty for 7 years for the
Retro reflective sheeting from
original manufacturer & a
certified copy of 3 year outdoor
exposure test report from third party
test lab for the product offered
shall be submitted by contractor.
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
(B) Class-B Type-4 Retro Reflective
Total of Part-IV
30 TRAFFIC SAFETY ,TRAFFIC CONTROL AND SURVEY
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
30.1 of required size to restain at 2.5 mt. 100.00 124.72 SM
c/c and dismantalling the same after
completion of work and allowing for
movement of traffic as per drawing
and as per instruction from engineer
Reuse of the above barricades in item
30.2 30.1 for traffic safety purpose without 100.00 28.32 SM
procuring new barricades.
Provision and fixing of traffic signs
for limited period at suitable locations
as per requirement during the
construction in construction zone
comprising of warning zone,
approach transition zone, working
zone and terminal transition zone with
a minimum distance of 60 cm from
the edge of the kerb in case of kerbed
roads and 2 to 3 m from the edge of
30.3 the carriageway in case of un-kerbed 5.00 1800.00 No.
roads, the bottom edge of the lowest
sign plate to be not less than 2 m
above the road level, fixed on 60 mm
x 60 mm x 6 mm angle iron post,
founded and installed as per approved
design and drawings, removed and
disposed of after completion of
construction work, all as per
IRC:SP:55-2001.
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Provision of metal drum/empty
bitumen drumdelineator, 300 mm in
diameter, 800 mm high, filled with
earth for stability, painted in
30.4 circumferential strips of alternate 100.00 286.00 No.
black and white 100 mm wide fitted
with reflectors 3 Nos of 7.5 cm dia,
all as per IRC:SP:55-
Provision of Traffic cones for limited
period at suitable locations as per
requirement during the construction
30.5 in construction zone comprising of 100.00 No.
warning zone, approach transition
zone, working zone and terminal
transition zone Etc.
Provision of Solar Blinkers For
barricading for limited period at
suitable locations as per requirement
during the construction in
30.6 construction zone comprising of 0.000 248.00 No.
warning zone, approach transition
zone, working zone and terminal
transition zone Etc.
Carrying out Topographic survey in
full width of road showing location of
inlet chamber, manhole of strom line
& drainage line with total station
instrument etc. on existing road along
30.7 with level survey of road for road 14.000 8800.00 KM
profile at minimum 15 mt. class
interval with chainage markings on
site including C-Section, L-Section &
centre line marking of roads as per
instruction of engineer in charge.
Supplying and fixing the necessary
blinkers, delineators, trafic cones,
30.8 etc as per site requirement and as
directed by engineer in charge
Delineators 10.00 850.00 No.
Blinkers 10.00 3850.00 No.
Total of Part-V
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Milling the existing bituminous
pavement up to a depth of 50 mm by
milling machine in a single cutting
depth, to make a uniform surface
without disturbing the base including
31.1 diversion of traffic, removing milled 5000.00 67.86 SM
materials and disposal of milled
material to an approved dumping yard
(within 12 km lead) including loading
and unloading, all leads and lift, fuel,
lubricant charges etc. complete.
Milling the existing bituminous
pavement for a depth more than
mm but up to 100 mm by milling
machine in a single cutting depth to
make a uniform surface without
disturbing the base including
31.2 diversion of traffic, removing milled
materials and disposal of milled
material to an approved dumping yard
(within 12 km lead) including loading
and unloading, all leads and lift, fuel,
lubricant charges etc complete.
Milling the existing bituminous
pavement for a depth more than
mm but up to 200 mm by milling
machine in double cutting depth to
make a uniform surface without
disturbing the base including
diversion of traffic, removing milled
materials and disposal of milled
material to an approved dumping yard
(within 12 km lead) including loading
and unloading, all leads and lift, fuel,
lubricant charges etc complete.
S.O.R. 2024-25 ( S.O.R Rate without GST and with
ITEM DESCRIPTION Qty. 2024-25 UNIT
Milling the existing bituminous
pavement for a depth more than
mm but up to 300 mm by milling
machine in three cutting depth to
make a uniform surface without
disturbing the base including
diversion of traffic, removing milled
materials and disposal of milled
material to an approved dumping yard
(within 12 km lead) including loading
and unloading, all leads and lift, fuel,
lubricant charges etc complete.
Milling the existing concrete
pavement for a depth up to 50 mm by
milling machine including diversion
of traffic, removing milled materials
31.5 and disposal of milled material to an 0.00 176.38 SM
approved dumping yard (within
km lead) including loading and
unloading, all leads and lift, fuel,
lubricant charges etc complete.
Total of PART VI
TOTAL OF PART I + PART II + PART III + PART IV + PART
Executive Engineer
North Zone (Katargam)
SIGNATURE OF THE CONTRACTOR Surat Municipal Corporation
SURAT MUNICIPAL CORPORATION
NORTH ZONE (KATARGAM)
NAME OF WORK:- Construction of road layers from sub grade to binder/ wearing course having
width below 24.00 mt. wide road and reinstatate of trench line falling in OLD AREA of North Zone
(Katargam) of Surat city by contractor's own batch mix type hot mix plant and W.M.M. plant to be
installed within Surat city limit with sensor operator paver finisher including construction/repair of
footpath, divider, water table and providing and laying/fixing of pavement markings, road studs,
road signages with other traffic safety measures (2nd Attempt) (Work No. 01).
I/we hereby tender to execute the above mentioned work in accordance with the
accompanying specification and conditions in consideration of payment being made for
the quantity of work to be executed at PAR/at___________ % (percent) in
BELOW/ABOVE the amount worked out at the rate entered in column 4 and as per the
total as above.
Final total cost tendered as per the rate quoted above will be Rs..................................... in
And in accordance in all respects with the specification, design and instructions in
writing as per the terms and conditions specified in the bid document including Schedule A
SIGNATURE OF THE BIDDER.
EXECUTIVE ENGINEER
NORTH ZONE (KATARGAM)
SURAT MUNICIPAL CORPORATION
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details.html
RAW_HTML
volume 1 Technical Bid.pdf
volume 2 Price Bid.pdf
volume 3 Detail Specification.pdf
BARRICADE.pdf
COLLECTOR .pdf
INLET CHAMBER RCC COVER and FRAME DRAWING.pdf
METAL DRUM DELINEATORS.pdf
RESIDENTIAL.pdf
SOCIETY SECTION-1.pdf
SOCIETY SECTIONS- 2.pdf
SOCIETY SECTIONS-3.pdf
Trench.pdf
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