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Tender Value
Refer Docs
EMD Value
₹3.5 L
Closing Date
30 Mar 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
CHIEF OFFICER BORSAD NAGARPALIKA
Item Rate Tender for C C Road , Asphalt Road & Paver Block At Various location in Borsad Nagarpalika, Borsad.
288592
1 of 2025 – 26
Open
Civil - All
Anand
2 documents required · 2 mandatory
₹7,080
The Chief Officer, Borsad Municipality, Borsad
₹3.5 L
21 Mar 2026
21 Mar 2026
21 Mar 2026
30 Mar 2026
21 Mar 2026
NAME OF WORK :- Item Rate Tender for C C Road , Asphalt Road & Paver Block At Various location in Borsad
Nagarpalika, Borsad.
No. Description Quantity Rate Per Amount
Excavation for foundation upto 1.5 m depth including sorting
out and stacking of useful materials and disposing off the
excavated stuff upto 3.0 KM lead.(B) Dense or Hard soil 1.00 Cu.Mtr.
Box cutting the road surface to proper slope and camber for
making a base for road work including removing the
excavated stuff and depositing on the road side slope as
directed Engineer In-charge upto all Lead. 1.00 Cu.Mtr.
3 Demolition including stacking of serviceable materilas and
disposal of unserviceable materials with all lead and lift. (i)
R.C.C. work 1.00 Cu.Mtr.
Dimolition and disposal of unserviceable materials with all
lead and lift .(ii) unreinforcement cement concrete. 1.00 Cu.Mtr.
5 Dismentaling tiled of stone floors laid in mortar including
stacking of serviceable materilas and disposal of
unserviceable materials with all lead and lift.
6 Scarifying gravelled macadam or bitumen macadam
surface 6 cm to 10 cm.depth including stacking useful
materials on road side and disposing off remaining stuff.
7 Preparing Surface by brushing with wire brushes for
removing cacked mud etc. sweeping with brooms and finally
fanning the cleaned surface with gunny bags to remove all
loose dirt etc (II) Black top to surface(New) 1.00 Sq.Mtr.
8 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3:
Coarse Sand : 6- hand broken stone aggregates 40mm
nominal size) and curing complete excluding cost of
formwork in (A) Foundation & Plinth 1.00 Cu.Mtr.
9 Repairing and Renovation of Existing M.H. Chamber Finish up
to Road Lavel 1.00 Nos.
RCC precast M.H. Frame & Cover Manufacture, supply
& Delivery at store or at site of work precast RCC M.200
Frame & cover suitable to drainage M.H. and as per
type design & Drawing including cost of reinforcement
M.S. Angles or Flat, curing mold work etc. Heavy duty (1.)
Frame suitable for 50cm opening of MH (2.)Cover suitable
for 50cm opening of MH 1.00 Nos.
11 Providing and laying cement concrete M250 and curing
complete excluding the cost of formwork and reinforcement
for reinforced concrete work in ( A ) Foundation, footing,
Base of Columns and mass concrete
Providing & Laying M,S,Side Rail of road thickness with
necessary nut bolt plates fixing as per width, applying plate
vibrator, electric or diesel in channel.Comp. with V.D. system
(Trimix) by using the all necessary equipments & materil
& machinery,
such as running screed vidrator on prelaid M.S.channel for
levelling vaccum pumps, floating & power trovelling
etc.Compl. 1.00 Sq.Mtr.
13 Supplying premoulded bituminous joint 12mm thii 1.00 Sq.Mtr.
14 Providing TMT Bar FE 500D reinforcement for R.C.C. work
including bending, binding and placing in position complete
upto floor two level 1.00 Kg.
15 Carting of surplus earth.( 3.0 Km. Lead) 1.00 Cu.Mtr.
16 Filling available excavated earth (excluding rock) in trenches.
plinth, sides of foundations etc. in layers not exceeding
cm. in depth consolidating each disposited layer by ramming
and watering. 1.00 Cu.Mtr.
17 Filling, Foundation & Plinth with murrum or selected soil
in layers of 20 cms thickness including watering , ramming
and consolidation etc complete. 1.00 Cu.Mtr.
Providing and fixing pre-cast Rubber Dye /steel Dye inter
locking concrete block 60mm thick with grade of concrete
M300 pnumatic compressed / vibrated mechanically and as
per approved design Confirming to IS 15658 : 2006 including
35 mm Sand layer for levelling and filling the joint with sand
in proper line and level as per guidlines of IRC : SP 63-2018
etc. Complete. 1.00 Sq.Mtr.
19 Re-fixing pre-cast Rubber Dye/ steel Dyeinter locking
concrete block 60 mm thick with grade of concrete M300
pnumatic compressed/ vibrated mechanically and as
perapproved design Confirming to IS15658: 2006 including
35mm Sandlayer for levelling and filling the joint with sand in
proper line and level as per guidlines of IRC : SP 63- 2018 etc.
Complete. 1.00 Sq.Mtr.
20 Providing and fixing pre-castcocrete kerb stone of gray
cement based concrete block 30cm length, 30cm height and
15cm thick of M250 grade concret as per approved design
and including excavation for fixing in proper line and level,
filling the joint with C:M 1:3(1cement:3fine sand )etc
complete. 1.00 Rmt.
21 Providing cement vata (10cm. x 10 cm. size) quarter round in
cement mortar 1:1 including neat cement finishing, watering
etc. complete. 1.00 Rmt.
Providing and laying Compacted WBM (Grade II) with BT
crushed metal of size 40mm to 63mm) including using
percentage stone Screening grit 0.16 cum and stone dust
0.08 cum as filler including for Spreading, watering and
consolidation by vibrator power road roller 8 tone to 12 tone
etc complete as per morth clause 404. 1.00 Cu.Mtr.
Providing and Laying W.M.M. mm thick with M.C BT chips
as per required gradation mixing with required optimum
quantity of water Including spreading watering
consolidation using power and rolier etc. complete. 1.00 Cu.Mtr.
providing and laying Bitumenous grout compacted with (VG
30) asphalt 60/70 grade at the tare of 1.99 Percentage by
weight of total mix for mixing and tack coat at 2.5kg/10sqm,
emulsion on BT Surface using B.T chips of required
gradation including cleaning and heating the aggregate
and asphalt by continuous batching of Drum mix plant
and spreding the same by paver finisher one layer and
consolidation with vibratory roller and power roller
including providing all materials, equipment, tools and
plants, oil, kerosene, firewood, labour charges etc. coreplete
using contractor own machmaries Drum mix plant and
parver finisher etc Complete 1.00 M.T.
Providing and Laying 50mm thick B.M. with BT Aggregate
as per M.O.RT and H specification and (VG 30) asphalt
Grade 60/70 for tack coat 2.50kg/10 smt and mixing
34.00kg/MT i.e. 3.40Percentage by weight of total mix
including heating the aggregate and asphalt in contonuous
batching drum mis plant and spreading the same by
paver finisher and consolidation with vibratory roller
including providing all materials equipments, tools and
plants, fire wood, oil, kerosene, labour charges etc.
complete using contractor own machinary drum mix plant
and paver finisher etc. Complete. 1.00 M.T.
Providing and Laying 25mm thick S.D.B.C. with BT
Aggregate as per M.O.R.T and H. specification and (VG
30) asphaltGrade 60/70 mixing at 50 kg/MT i.e.
5.0Percentage by weight of total mix including heating
the aggregate and asphalt in continuous batching drum
mix plant and spreading the same by paver findsher and
consolidation with vibratory rollar including providing all
matenals equipments, tools and plants, fire wood, oil,
kerosene, labour charges etc.complete using contractor
own machinary drum mix plant and paver finisher etc.
complete 1.00 M.T.
Providing and laying asphalt painting on BT surface with
bitumen VG-30 @ rate 5 kg per 10smt by mechanical
sprayar and spreding the stone dust on prepared surface at
the rate of 0.030Cmt/10Smt and rolling with smooth
wheeled and penuriatic roller and brushing etc. completed 1.00 Sq. Mtr.
Road marking with hot applied thermoplastic paints with
reflectorising glass beads on bitumin surface providing and
laying a hot applied thermoplastic compound 2.5 mm thick
including reflectorising glass beads @ 250gms per sqm area,
thickness of 2.5mm is excluding of surface applied glass beds
as per IRC:35-2015. The finished surface to be level, uniform
and free from streaks and holes. zebra patta /bump patta
lane/center line/ edge line/cut patta. The white color
marking should provide liminance coefficinet on cemend
road shalll be min 130 mcd/m2/lux and Asphalt road shall be
min 100 mcd/m2/lux during the service life during the day
time. The marking should meet the performance criteria for
night time reflectivity, wet reflectivity and skid resistance as
mentioned in the section-15 of IRC 35-2015. Warranty for
the Retro reflectivity should be two years. 1.00 Sq. Mtr.
Supplying and fixing cat eye (Stimsonite) made out from
Acrilo beautile sterine injuction high compressed molding
with reflector made of MMC (prismatic type of size 12cm x
6cm x 2.5cm) provided with bituminous adhesive 100g. with
each unit for fixing. (High Intensity grade) 1.00 Nos.
Labour charges for repairing of leakage in PVC pipe line of
following diameter at different places including necessary
excavation manually or by mechanize excavation,
dewatering, removing of mud, cleaning of pipe and leakage
portion, cutting
the pipe line and removing piece of pipe from trench with
incl. of mechanical deviced JCB, Hydra/ crane if necessary
and labours required with providing material such couplers,
solution etc. comp. (inclu. all materials)-90 mm 1.00 Nos.
30 Labour charges for repairing of leakage in PVC pipe line of
following diameter at different places including necessary
excavation manually or by mechanize excavation,
dewatering, removing of mud, cleaning of pipe and leakage
portion, cutting the pipe line and removing piece of pipe
from trench with incl. of mechanical deviced JCB, Hydra/
crane if necessary and labours required with providing
material such couplers, solution etc. comp. (inclu. all
materials)-110 mm 1.00 Nos.
31 Labour charges for repairing of leakage in PVC pipe line of
following diameter at different places including necessary
excavation manually or by mechanize excavation,
dewatering, removing of mud, cleaning of pipe and leakage
portion, cutting the pipe line and removing piece of pipe
from trench with incl. of mechanical deviced JCB, Hydra/
crane if necessary and labours required with providing
material such couplers, solution etc. comp. (inclu. all
materials)-160 mm 1.00 Nos.
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01. Invitation.pdf
02. SBD.pdf
05. General Notes conditions.pdf
Civil Work Specification.pdf
SCHEDULE - B.pdf
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