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Tender Value
₹5.7 Cr
EMD Value
₹6 L
Closing Date
17 Mar 2026, 6:00 pmClosed
Deputy Municipal Commissioner (D)
Construction Road work on Land Acquisition of Irrigation Department 18.00 Mt. (Both side 9.00 Mt.) Wide Canal Service Road passing through Dukhiya no Darbar Road to DFCC Garanala Vai Dada Bhagwan Tri-mandir, with Pavement Marking, Road Signages work within New East (sarthana) Zone Area.
283691
DMC/NEZ/30/2025-2026 [Work no-01]
Open
Civil Works - Roads
Surat
3 documents required · 3 mandatory
₹14,160
Commissioner, Surat Municipal Corporation
₹6 L
6 Mar 2026
6 Mar 2026
6 Mar 2026
17 Mar 2026
6 Mar 2026
Name of Work:- Construction Road work on Land Acquisition of Irrigation
Department 18.00 Mt. (Both side 9.00 Mt.) Wide Canal
Service Road passing through Dukhiya no Darbar Road to
DFCC Garanala Vai Dada Bhagwan Tri-mandir, with
Pavement Marking, Road Signages work within New East
(sarthana) Zone Area.
Uploading of tender documents Dt-05/03/2026
Last date of Document Dt-17/03/2026 UP TO 18.00 Hrs.
Last date of Online bid Dt-17/03/2026 UP TO 18.00 Hrs.
Online query Bidder shall have to post their queries on E mail address
[email protected] on or before 11/03/2026 up to
Pre bid Meeting -
Physical submission of EMD, UP To Dt-24/03/2026 up To 18.00 Hrs. at the office of
Tender fee. “Chief Accountant, Surat Municipal Corporation,
Muglisara,Surat.395003 Gujarat by Speed Post/RPAD
only.” In sealed cover duly super scribed with name of work
and tender notice no.
Opening of Technical bid Probable Dt. - 18/03/2026 10:00 hrs. onwards.
VOLUME-2 PRICE BID Page
SURAT MUNICIPAL CORPORATION
NEW EAST (SARTHANA) ZONE
Name of Work:- Construction Road work on Land Acquisition of Irrigation
Department 18.00 Mt. (Both side 9.00 Mt.) Wide Canal
Service Road passing through Dukhiya no Darbar Road to
DFCC Garanala Vai Dada Bhagwan Tri-mandir, with
Pavement Marking, Road Signages work within New East
(sarthana) Zone Area.
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
NEW EAST (SARTHANA) ZONE
SURAT MUNICIPAL CORPORATION.
SIGNATURE OF THE TENDERER.
VOLUME-2 PRICE BID Page
Sr. Contents Page No.
2 Abstract, Bill of Quantities and Estimate
Schedule -B for Construction Road work on Land
Acquisition of Irrigation Department 18.00 Mt. (Both
side 9.00 Mt.) Wide Canal Service Road passing
through Dukhiya no Darbar Road to DFCC Garanala
Vai Dada Bhagwan Tri-mandir, with Pavement
Marking, Road Signages work within New East
(sarthana) Zone Area.
3 Percent below / above the estimated rates
VOLUME-2 PRICE BID Page
SURAT MUNICIPAL CORPORATION
NEW EAST (SARTHANA) ZONE
Name of Work:- Construction Road work on Land Acquisition of
Irrigation Department 18.00 Mt. (Both side 9.00 Mt.)
Wide Canal Service Road passing through Dukhiya no
Darbar Road to DFCC Garanala Vai Dada Bhagwan Tri-
mandir, with Pavement Marking, Road Signages work
within New East (sarthana) Zone Area.
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.
VOLUME-2 PRICE BID Page
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 Quantities.
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
VOLUME-2 PRICE BID Page
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
NEW EAST (SARTHANA) ZONE
SURAT MUNICIPAL CORPORATION.
SIGNATURE OF THE TENDERER.
VOLUME-2 PRICE BID Page
SURAT MUNICIPAL CORPORATION
NEW EAST (SARTHANA) ZONE
TENDER NOTICE NO. DMC/NEZ/30/2025-2026
Name of Work:- Construction Road work on Land Acquisition of Irrigation
Department 18.00 Mt. (Both side 9.00 Mt.) Wide Canal Service
Road passing through Dukhiya no Darbar Road to DFCC
Garanala Vai Dada Bhagwan Tri-mandir, with Pavement
Marking, Road Signages work within New East (sarthana) Zone
BOQ TO BE FILLED BY BIDDER (ONLINE)
Description of ITEM (WITH Unit AMOUNT
No Quantity OUT
1 Box cutting the road surface to proper
slop and camber for raod work including a
base for road work including removing the 0.00 109.41 CM
excavated stuff depositing on the road side
slop as directed up to 50.0 mt. Lead.
1 (A) 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)
1 (B) Providing cutting of exisiting bituminous
surface upto suitable depth in line and
alignment using Mechanically operator
cutter machine before excavating existing 0.00 51.00 R.M.
surface for utility laying including cost of
all type of machinery, fuel, labour, etc and
as per direction of Engineer Incharge .
VOLUME-2 PRICE BID Page
2 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 soil into pieces less 0.00 20.33 CM
than 20 mm etc.by the use of rotavator
and as directed by engineer in charge.
(200 mm compacted thickness)
3 Supplying Fly ash including collecting,
carting, stacking and spreading the same 0.00 572.00 MT
4 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 0.00 6952.00 MT
Harrowing or Rotavator, as the case may
be, including watering etc. complete as
directed by engineer in charge.
5 Rolling and compaction of Subgrade
with 8 T. vibratory roller and filling in
depressions which occur during the
process as directed by engineer in charge.
6 Providing and laying Granular Sub Base
(drainage layer) conforming to grading V of
Table 400-1 of compacted thickness of
200 mm with specified graded stone metal
and sand mixed in pugmill and laid with
mechanical means spreading with motor 2750.00 1488.88 CM
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
with all leads and lifts etc., complete.
7 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
required profile and compacting by
vibratory roller of minimum 80-100 kN
static weight to achieve desired density of
98% of MDD including all material, labour,
machinery with all leads and lifts etc.
8 Supplying and applying SS-I bitumen
emulsion confirming to IS 8887, for
application of prime coat over Wet Mix 17480.00 68.67 SM
Macadam at the rate of 0.85 kg per
9 Supplying and applying RS-I bitumen
emulsion confirming to IS 8887, for
application of Tack coat before application 17480.00 15.16 SM
of binder course at the rate of 0.27 kg. per
VOLUME-2 PRICE BID Page
10 Providing and laying DENSE GRADED
BITUMINOUS MACADAM 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 finisher
including consolidation by rollers as
specified including providing and operating
plant, sensor paver and machinery, cost
of fuel, oil lubricant and labour charges
including cost of aggregate and filler (if
found required as per mix design)etc
complete (But excluding cost of providing
bitumen and applying tack coat emulsion.)
(a) @ 4.50% bitumen (excluding cost of
@ 4.50% bitumen (including cost of
(b) @ 4.00% bitumen (excluding cost of
@ 4.00% bitumen (including cost of
11 Supplying and applying RS-I bitumen
emulsion confirming to IS 8887, for
application of Tack coat before application 42700.00 14.24 SM
of wearing course at the rate of 0.25 kg.
per Sq. Meter area.
12 Providing and laying 25mm to 50mm thick
compacted BITUMINOUS CONCRETE
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 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 including
cost of aggragate and filler (if found
required as per mix design) etc. complete
(including cost of providing bitumen and
applying tack coat emulsion)
(a) @ 5.40% bitumen (excluding cost of
@ 5.4% bitumen (including cost of
(b) @ 5.2% bitumen (excluding cost of
VOLUME-2 PRICE BID Page
@ 5.2% bitumen (including cost of
13 Collecting, carting and stacking Stone
Dust on road side as directed and
flushing the same on Bituminous surfaces 29000.00 2.47 SM
at the rate of 0.30 cmt. per 10 smt. as
directed by Engineer in charge.
13 A 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 operating cost of
contractor's own equipment, fuel,
lubricants, carting of required materials, all
labour and material cost (including cost 0.00 33.66 SM
of bitumen) preparing surface by brushing
with wire brushes, sweeping with
mechanical broom / compressed air and
finally fanning the cleaned surface with
gunny bags to remove all loose dirt etc.
completeas per details in tender
specification & as directed by engineer in
13 B Bitumen painting (excluding cost of
14 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.
15 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 in charge.
16 Scarifying the graveled macadam,
bituminous macadam surface 6 cm. to
cm. deep including stacking the useful
materials and disposing remaining stuff 0.00 42.76 SM
including loading and unloading and
carting the same within city limit as
directed by Engineer in charge.
17 Providing & supplying heavy duty I.S.I
mark RCC precast manhole frame with
cover at site as per design for circular
manhole complete.
VOLUME-2 PRICE BID Page
18 Providing and laying PLAIN CEMENT
CONCERETE M-200-(1:1.5:3)
(1cement, 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 etc. complete.
18 (A) 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
frame Cover and Fixing Existing Inlet 0.00 701.00 No.
Chamber frame Cover and Removing
Existing Material from Inlate Chamber
(Add or Deduct Rs. 568.00 per 0.10 mt
depth increase or decrease)
18 (B) Providing and fixing RCC pre cast Inlet
Chamber Cover of M-30 grade as per
Drawing and Specifications.
i size 750 mm x 600 mm 0.00 1661.00 No.
ii size 600 mm x 450 mm 0.00 722.00 No.
18 (C) Providing and fixing RCC pre cast Inlet
Chamber Frame of M-30 grade as per
Drawing and Specifications.
i size 750 mm x 600 mm 0.00 1038.00 No.
ii size 600 mm x 450 mm 0.00 529.00 No.
Providing SEMI DENSE BITUMINOUS
CONCRETE (SDBC) with aggregates as
per gradation and bitumen for mixing @
5.50% by Wt. of total mix as binder by
18(D) batch mix type hot mix plant including cost 0.00 3727.91 MT
of fuel, oil, lubricant and labour charges
tests required to be carriedout including
cost of aggregates and including cost of
SDBC(excluding cost of bitumen) 0.00 980.71 MT
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., Complete
VOLUME-2 PRICE BID Page
Earth work in embankment for subgrade
and shoulders by using mechanical
means with approved material AS HARD
MURRUM/QUARRY SPALL having
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, 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. complete.
Providing & Filling Rubbles including
hand packing & filling interstics with
Quarry Spalls complete for all leads and
Supply & Laying of Mechanically Woven
Double Twisted Hexagonal Shaped Wire
Mesh Gabion Boxes of required size,
Mesh Type 10x12cm, Zinc and PVC
coated, Mesh Wire dia. 2.7/3.7mm
(ID/OD), mechanically edged / selvedged,
with heavy coating of galvanization as per
EN 10223-3/ASTM A975 with partitions at
18 (H) every 1m interval and properly packed with 0.00 1541.26 CM
approx 200mm size rubble including
transportion and placing at indicated place
as per direction of engineer in charge
including tools, plants, labour, material,
royalty charge etc in all respect and
stiching with lacing wire of dia 2.2/3.2 mm
(ID/OD), including all safty precautions and
with all lead lift.
19 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
[1] From Koyali refinery 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
Total....Part-I
20 Footpath & Kerb and Divider
VOLUME-2 PRICE BID Page
20.1 Excavating the road surface upto required
depth including removing the excavated
materials and depositing on the road side 0.00 109.41 CM
upto 50 mt. lead etc. complete and as
directed by Engineer-In-Charge.
20.2 Dismentling of structures of roadways,
including disposal of unserviceable
material free of cost in permanent work as
directed by the Engineer with all leads and
lift etc. complete.
(A) R.C.C. Pardi 0.00 1110.75 C.M.
(B) Removing existing Kotah Stone 0.00 50.11 S.M.
(C) Brick / Stone Masonary 0.00 577.92 C.M.
(D) Plain Concrete 0.00 639.72 C.M.
(E) Bituminious Pavement 0.00 288.65 C.M.
(F) Non Bituminious Pavement 0.00 155.25 C.M.
20.3 Preparation of subgrade with compacting.
levelling and consolidation of subgrade
with miniroller/plate vibrator machine
including watering and filling in depression
which occur during the process as directed
by Engineer-In-Charge.
20.4 Providing and laying cement concrete
1:5:10 (1 cement : 5 coarse sand :
graded stone aggregate of 20 mm nominal
size) and curing complete excluding cost 0.00 2606.92 CM
of form work and reinforcement for
reinforced concrete in vertical and
horizontal fins upto floor two.
20.5 Supplying and filling fine sand (Pana) in
25/75 mm (Avg.) compacted thickness
over the base including necessary
compaction, watering etc. complete. item 0.00 480.00 CM
includes levelling by using vibratary plates
compacted machine and as directed by
Engineer-in-charge.
20.6 Providing 100 mm thick readymade C.C.
kerb of strength M20 (Size 300 x 380 mm)
purchased from S.S.C.'s approved paver
block manufacturer and setting in line,
level and in truly vertical position, including
filling joints in C.M. 1:1 (1 Part of cement
part of coarse sand) smooth pointing in
C.M. 1:1 (1 Part of cement : 1 Part of
stone dust) including watering etc.
complete and as directed by Engineer-in-
For regular edge of footpath 0.00 228.00 RM
For roundling at the edge of footpath (For
fanning portion)
VOLUME-2 PRICE BID Page
20.7 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 vibratory plates compacted
machine. Item also includes all material
colour, equipments, tools, plants, watering,
cleaning etc. complete.
With Colour 0.00 524.00 SM
Without Colour 0.00 524.00 SM
(A) With Colour (produced by C&D waste) 0.00 408.50 SM
(B) Without Colour (produced by C&D waste) 0.00 376.25 SM
20.8 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 directed by Engineer-in-charge.
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 (
x 300 x 80 mm ) M-30 Grade with all
labour, material, testing charge etc. 0.00 189.00 R.M.
complete as per details in tender
specification & as directed by engineer in
20.8 Readymade water drain channel
20.9 Supplying and fixing RCC collors (300 mm
dia) for tree plantation including all taxes, 0.00 60.00 NOS.
carting, loading, unloading etc. complete.
(A) Tree guard ID
500mm,800*800*75mm(type D)(set 4)
20.10 Providing and applying two coats of
synthetic enamem paint including primer to
kerb as per technical specifications and as
directed by Engineer-in-charge.
20.11 Removing existing kotah stone flooring in
mortar and vertical stone kerbing including
stacking of serviceable material carting at 0.00 50.11 SM
SMC store disposal of unserviceable
material with all lead and lift.
VOLUME-2 PRICE BID Page
20.12 Removing and resetting 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,
Part of coarse sand) with sufficient
ramming, consolidation, Providing joints in 0.00 63.89 RM
C.M. 1:3 (1 Cement : 3 Coarse sand) and
smooth pointing in C.M. 1:1 (1 Cement :
Coarse sand) including watering etc.
complete ans as directed by Engineer-in-
Removing and resetting Existing paver
block, including all watering leveling,
20.12 cleaning, labour & Equipments chagres
(A) etc. complete as per details in tender
specification & as directed by engineer in
20.12 Removing & Restarting existing ready
(B) made C.C.Kerb of strength of required size
& thickness in inlet, level and truly vertical
position, including filling joints in C.M.1:1
(1part of cement 1part of coarse sand)
smooth pointing in C.M.1:1
20.13 Excavation for 27 cm wide and 25 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
directed at the cost of contractor.
20.14 Providing and laying cement concrete
cost-in-situ/Precast kerb in M-20 grade as
per drawing and as directed by Engineer
with all leads, lifts etc. complete.
( i ) 775mm high M-20 grade cost-in-situ
kerbs for Median as per drawing and as 0.00 1091.00 RM
directed by Engineer in-charge.
( ii ) 0.15 (th.) *0.30(l)* 0.48(Ht.) mt. in size
M-20 grade pre cast Kerbs for Fixing as
per drawing purchsed from SMC's 0.00 380.00 RM
approved manufactures and as directed by
Engineer with all leads, lifts etc. complete.
Providing and laying in position to the
required level and grades NP 3 class RCC
20.15 pipes of 600 mm dia including providing 0.00 2460.60 RM
collars, filling the joints with CM including
all leads and lifts etc. complete.
Providing & Constructing manhole-
machinehole as per type&design with
necessary excavation, p.c.c. in
1:4:8,benching in 1:2:4 , brick masonary in
C.M. 1:4, 12 mm th.inside plaster in C.M.
1:3, Prov. & fixing r.c.c. mh. frame &cover
in c.c. 1:2:4, & 150 mm th.R.C.C. slab in
1:1.5:3 including Prov. fixing
VOLUME-2 PRICE BID Page
polypropelene Steps etc.comp.
"A" TYPE manhole-machineholeSewer
size : up to 600 mm dia., ChamberSize :
(A) 1200 mm x 1000 mmShallow manhole- 0.00 23690.00 Nos.
machinehole depth up to 2.5 mt.Rate For
Add. or ded. per every 10 cm increase or
decrease in depth
"B1" TYPE manhole-machinehole
Sewer size : up to 1000 mm dia.
Shallow manhole-machinehole depth up to
Rate For 2.5 mt Depth
Add. or ded. per every 10 cm increase or
decrease in depth
20.17 (A) 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 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
20.18 Milling the existing bituminous pavement
for a depth more than 50 mm but up to
mm by milling machine in a single 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.
20.19 Milling the existing bituminous pavement
for a depth more than 100 mm but up to
200 mm by milling machine in a single
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
VOLUME-2 PRICE BID Page
leads and lift, fuel, lubricant charges etc
Milling the existing bituminous pavement
for a depth more than 200 mm but up to
300 mm by milling machine in a single
cutting depth to make a uniform surface
without disturbing the base including
20.20 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
(AA) Milling the existing concrete
pavement for a depth up to 50 mm by
milling machine 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.
Total....Part-II
21 Pavement Marking & cat eye
VOLUME-2 PRICE BID Page
21.1 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 instructions for
Lane markings, edge markings / arrows
a For Edge line marking of 15cm width 0.00 367.72 SM
b For Center Line marking of 10cm width 0.00 367.72 SM
c For pedestrian markigns at junctions (Zebra
d For pedestrian markigns at junctions (STOP
e Letter markigns at junctions 0.00 367.72 SM
f Direction arrow markigns at junctions 0.00 367.72 SM
g For lane line marking of 15cm width 0.00 367.72 SM
21.2 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
entering the lens face and shall 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 length
shall not exceed 50 mm, 100 mm and
mm and with minimum reflective area of 13 0.00 217.40 Nos.
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 +/-
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)
Total....Part-III
22 Road signages
VOLUME-2 PRICE BID Page
22.1 Cautionary warning sign :- Providing and
fixing sign boards made out of 2 mm
aluminium sheet; 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 retro
refiectivesheeting as per latest M.O.S.T.
Specifications; 3.1 m long stand post and
frame fabricated from suitable size iron 2.00 3906.19 Nos.
angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm as
required; painted with best quality 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 as 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.
22.2 Informatory Signs :- Providing and fixing
sign boards made out of 2 mm aluminium
sheet; size 80 x 60 cms. rectangle 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
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 3 mm, 75 x 75 x
mm as required; painted with best quality
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 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.
VOLUME-2 PRICE BID Page
22.3 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 epoxy
primer and two coats of best 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 2.00 3540.12 Nos.
angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm as
required; painted with best quality 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 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.
22.4 Direction sign (Junction board) :-
Providing and fixing sign boards made out of
2 mm aluminium sheet; size 244 x 122 cms.
rectangle 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 retro
refiectivesheeting as per latest M.O.S.T.
Specifications; Letters and numerals should
be as per IRC -30-1968, 3.1 m long ( 2 nos )
stand post and frame fabricated from 2.00 21287.51 Nos.
suitable size iron angle of 50 x 50 x 5 mm,
75 x 75 x 6 mm as required; painted with
best quality epoxy coatings in black and
white bends. The details of symbol or
inscription / numerals 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.
VOLUME-2 PRICE BID Page
22.5 Providing Supplying & Fixing jumbo swiss
type traffic bollard made out of 1.5 mm thick
CRC sheet in conical shape having 188cms,
bottom dia 30cms, top dia 22cms, with top
circular direction plate of 30cms dia for arrow
fabricated as per attached drawing and
coated with black epoxy powder coating and 6.00 3729.97 Nos.
Retro reflectorised three yellow strip 15cms
wide and arrow Micro Prismatic grade
sheeting as per ASTM 4956-09 Type-XI
Fixing with cement concrete M-25 grade,
Foundation size 30cm*30cm*35cm as per
the instruction of Engineer in charge.
Total....Part-IV
23 TRAFFIC SAFETY ,TRAFFIC CONTROL
23.1 Providing and installing barricades including
(a) supplying, paiting with flourscent paint/white
paint and fixing CGI sheet 24 SWG of
mt. height and M.S. angle of 40x40x5 mm at
2.5 mt. c/c and dismentalling the same after
completion of work and allowing for
movement of traffic as per drawing and as
per instruction from engineer in charge
23.1 Reuse of the above barricades in item
(b) (a) for traffic safety purpose without 0.00 28.32 SM
procuring new barricades.
23.2 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
m from the edge of the carriageway in case 0.00 1800.00 Nos.
of un-kerbed 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
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.
23.3 Provision of metal drum/empty bitumen
drum,delineator, 300 mm in diameter,
mm high, filled with earth for stability,
painted in circumferential strips of alternate 2.00 286.00 Nos.
black and white 100 mm wide fitted with
reflectors 3 Nos of 7.5 cm dia, all as per
VOLUME-2 PRICE BID Page
23.4 Carrying out level survey of road for road
profile at minimum 15 mt. class interval with
chainage markings on site including c/s and 0.00 8800.00 Km
l/s and marking centre line of roads as per
instruction of engineer in charge.
23.5 Supplying and fixing the necessary blinkers,
delineators, trafic cones, etc as per site
requirement and as directed by engineer in
Delineators 1.00 850.00 Nos.
Traffic cones, Etc. 1.00 501.00 Nos.
Blinkers 0.00 3850.00 Nos.
Total....Part-V
24 PROTECTIVE WORKS
24.1 Excavation for foundation includ.sorting out
& stacking of useful materials & disposing of
the excavated stuff upto 50 mt. Lead & all
lift, watering etc. Comp. (A) Loose or Soft
soil Executed With Mechanised Efforts /
Protection Retaining Wall RHS 258.50 123.13 CM
Protection Retaining Wall LHS 258.50 123.13 CM
24.2 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 IS:456-2000 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 6 meter depth or height (excluding cost
of reinforcement and neat finishing) with
centering and shuttering / deshuttering etc.
comp. for structure for other than water
B) Footing for column or foundation (With
Protection Retaining Wall RHS 35.25 4906.00 CM
Protection Retaining Wall LHS 35.25 4906.00 CM
VOLUME-2 PRICE BID Page
24.3 Providing and laying Granular Sub Base
(drainage layer) conforming to grading V of
Table 400-1 of compacted thickness of
mm 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
with all leads and lifts etc., complete.
Protection Retaining Wall RHS 35.25 1488.88 CM
Protection Retaining Wall LHS 35.25 1488.88 CM
24.4 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
mm to 12 mm including scaffolding
centering, form work, needle vibrated
consolidation, curing and hydraulic testing
etc. complete. (excluding cost of
reinforcement) with centering and shuttering
/ deshuttering etc. comp. up to 6 meter
height / depth Av. G.L. for all water retaining
B) Flat bottom slab/floor slab/slab (with
Protection Retaining Wall RHS 44 8213.00 CM
Protection Retaining Wall LHS 44 8213.00 CM
D) Vertical wall ( above 25 cm)
Protection Retaining Wall RHS 50 8083.00 CM
Protection Retaining Wall LHS 50 8083.00 CM
24.5 Providing & fixing IS Mark TMT Bar FE -
500D reinforcement for R.C.C. work incl.
bending, binding & placing in position
Protection Retaining Wall RHS 4000 76.21 Kg/CM
Protection Retaining Wall LHS 3750 76.21 Kg/CM
Total....Part-VI
Grand Total of..Part I to VI
Grand Total of..Part I to VI
SIGNATURE OF THE CONTRACTOR
EXECUTIVE ENGINEER
NEW EAST (SARTHANA) ZONE
SURAT MUNICIPAL CORPORATION.
VOLUME-2 PRICE BID Page
SURAT MUNICIPAL CORPORATION
NEW EAST (SARTHANA) ZONE
NAME OF WORK :- Construction Road work on Land Acquisition of Irrigation
Department 18.00 Mt. (Both side 9.00 Mt.) Wide Canal Service Road
passing through Dukhiya no Darbar Road to DFCC Garanala Vai Dada
Bhagwan Tri-mandir, with Pavement Marking, Road Signages work
within New East (sarthana) Zone Area.
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
Final total cost tendered as per the rate quoted above will be Rs..................................... in words
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 & B.
SIGNATURE OF THE BIDDER.
EXECUTIVE ENGINEER
NEW EAST (SARTHANA) ZONE
SURAT MUNICIPAL CORPORATION.
VOLUME-2 PRICE BID Page
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