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Tender Value
₹74.9 L
EMD Value
₹75,000
Closing Date
5 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Sabarantha R & B Panchayat Division, Himmatnagar
Constg. of Ged Sampad Road Under Suvidhapath - 2025-26 Package No. - SK/Suvidhapath/03, Ta. - Prantij Dist. - Sabarkantha
298216
19/2025-26
Open
Civil Works - Roads
Sabarkantha
₹2,400
Executive Engineer, Panchayat R & B Division, Himatnagar
₹75,000
21 Apr 2026
21 Apr 2026
21 Apr 2026
5 May 2026
21 Apr 2026
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
1 Dismentaling the existing structure including 660.00 624.18 Cum
removing and stacking the dismentelled
materials as and where directed. (A) C.C.
2 Box cutting the road surface to proper slope 660.00 109.05 Cum
and camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed.
3 Providing, laying, spreading and compacting 377.00 1620.13 Cum
stone aggregates of specific sizes to water
bound macadam (Grade-I) (B.T. Metal of size
45 to 90 mm) specification including
spreading in uniform thickness, hand packing,
rolling with 3 wheeled steel/ vibratory roller in
stages to proper grade and camber, applying
and brooming requisite type of screening/
binding Materials to fill up the interstices of
coarse aggregate, watering and compacting
to the required density.
4 Providing, laying, spreading and compacting 276.00 1539.84 Cum
stone aggregates of specific sizes to water
bound macadam (Grade-II) (B.T. Metal of size
45 to 63 mm) specification including
spreading in uniform thickness, hand packing,
rolling with 3 wheeled steel/ vibratory roller in
stages to proper grade and camber, applying
and brooming requisite type of screening/
binding Materials to fill up the interstices of
coarse aggregate, watering and compacting
to the required density.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
5 Construction of dry lean cement concrete Sub- 276.00 2495.63 Cum
base over a prepared sub-grade with coarse
and fine aggregate conforming to IS: 383, the
size of coarse aggregate not exceeding
mm, aggregate cement ratio not to exceed
15:1, aggregate gradation after blending to be
as per table 600-1, cement content not to be
less than 150 kg/ cum, optimum moisture
content to be determined during trial length
construction, concrete strength not to be less
than 10 Mpa at 7 days, mixed in a batching
plant, transported to site, laid with a fixed form
paver or conventional method, compacting
with 8-10 tonnes vibratory roller, finishing and
curing etc. cpmplete.
6 Construction of un-reinforced, dowel jointed, 715.00 5549.70 Cum
plain cement concrete pavement over a
prepared sub base with approve grade
cement @ 400 kg per cum, coarse and fine
aggregate conforming to IS 383, maximum
size of coarse aggregate not exceeding
mm, mixed in a batching and mixing plant as
per approved mix design, transported to site,
laid with a fixed form or slip form paver,
spread, compacted and finished in a
continuous operation including provision of
contraction, expansion, construction and
longitudinal joints, joint filler, separation
membrane, sealant primer, joint sealant,
debonding strip, dowel bar, tie rod,
admixtures as approved, curing compound,
finishing to lines and grades as per drawing.
7 Compaction and finishing of cement concrete 3575.00 126.17 Sqmt
road by trimix process providing extra labour
charges for the trimix vacum dewatering
service process on cement concrete road
surface by using vacum dewatering pump
floater surface vibrator including 3.5 kg/sqmt
surface hardner , making rough finish to
surface as per in including levelling the
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
8 Providing and fixing pre-cast Rubber Dye / 204.00 632.26 Sqmt
steel Dye inter locking concrete block 80mm
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.
9 Providing and casting in situ ordinary cement 27.00 3932.13 Cum
concrete M-150 for Kerbs / kerb blocks
including formwork, curing and finishing
10 Providing, laying, and compacting Quarry 60.00 589.35 Cum
spall for Road side shoulders including
spreading in uniform thickness, rolling with
vibratory roller 80-100 kN static wt. to proper
grade and camber including watering etc.
11 Supplying and fixing reinforced concrete 15.00 659.99 Rmt
heavy duty non-pressure pipes with collars for
culverts carrying heavy traffic as per IS 458-
1991 specifications including setting the pipes
in C.M. 1:2 watering and laying (to level or
slopes) of class NP3 of following internal
daimeters. (i) 300mm dia.
12 Supplying & fixing R.C.C. Benches of RCC 2.00 4040.00 No.
1:2:4 Finished with Chaina Mosaic tiles chips
and etc. complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
13 Suvidhapath LOGO" Board : Providing and fixing of 1.00 4671.10 No.
Suvidhapath LOGO sign board with Logo as per
section 1700 of MORD specifications and drawing.
The board will be a composite unit consisting of Two
Plates of ACM (Aluminum Composite Material),
material specifications as per clause 17001.3. The
top most plate will be of 3mm ACP in diamond shape
of 600x600mm size, riveted with MS angle iron frame
of 25mmx25mmx5mm size on back on edges. The
Lower plate will be of 4mm ACP of 1100x300mm size
riveted with MS angle iron frame of
25mmx25mmx5mm size on back on edges. Riveting
of all the sheets over angle and flat iron frame will be
done neatly to have plain surface on one side. The
angle iron frame of Both the plates will be welded to
a 75mm x75mmx6mm Mild steel post at Centre and
this post will be embeded in cement concrete M15
grade block of 450x450x600mm below ground level.
The height of the bottom of the lower plate will be
1200mm from normal ground level. The spacing
between the diamond shaped plate and Lower Plate
is kept 150mm. Suvidhapath logo, letters and
numerals on the ACM should be made up of Retro
Reflective sheeting of Type-1 AEGP Class-A grade
as per the latest MORD section 1700 and IRC 67-
2012 specifications. Al the section of the frame and
posts shall be painted with primer and two coats of
epoxy paint. The design, painting and lettering shall
be done as per the Suvidhapath Logo sign Design
and as directed by Engineer in-charge. A warranty for
5 years for the Retro reflective sheeting for Type-1
Class-A from original manufacturer shall be submitted
by contractor.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
14 Road marking with hot applied thermoplastic 195.00 367.72 Sqmt
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.
15 Excavation for foundatiuon upto 1.5 m depth 106.00 253.85 Cum
incl. Sorting out & stacking of useful material
& disposing of the excavated stuff upto 50m.
Lead. (B) Dense or hard soil.
16 Providing and filling in foundation with 7.10 3345.58 Cum
ordinary cement concrete M- 100 mix and
providing necessary vertical pin headers
including formwork, vibrating, ramming and
curing complete.
17 Providing and filling in foundation with 114.00 3715.63 Cum
ordinary cement concrete M- 150 mix and
providing necessary vertical pin headers
including formwork, vibrating, ramming and
curing complete.
18 Providing TMT Bar FE 500D reinforcement for 297.00 77.29 Kg.
R.C.C. work including bending, binding and
placing in position complete upto floor two
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
19 Providing and laying Weep hole in abutment 40.00 86.73 No.
and return by using PVC. pipe of 100 mm dia
including laying in proper grade and joining
complete etc as per details specification.
20 White washing with lime on wall surface (two 146.00 12.73 Sqmt
coats) to give an even shade including
thoroughly booming the surface to remove all
dirt, dust; mortar drops and other foreign
Total Rs.
Rupees SeventyFour Lakh NinetyFour Thousand Nine Hundred NinetySix and Paisa Twelve
I / We / am/are willing to carry out the work at ________________________________% above / below
percent (should be written in figure and words) of the estimated rates mentioned above. Amount of
my/our tender Works out as under.
Estimated Amount Estimated Amount
put to tender Rs. _________ put to tender Rs. _________
Deduct_______% below Add_______% above
Net Rs._________ Net Rs._________
in words ___________ in words ___________
1 The Contractor shall exhibit a board with detailed specification and details of work as directed by
the Engineer-In-Charge for which no extra payment shall be made.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills.
4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt.
G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in
R.C.C. items where there is a change as per actual mix design the cost of difference of cement
consumption have been deducted from the rate of original item at the rate of input rate
mentioned in all the tender.
Signature of Contractor
Dy. Executive Engineer Executive Engineer
Panchayat R.&B. Sub Division Panchayat R.&B. Division
Prantij Himatnagar
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details.html
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BOQ - SP - Prantij Pkg-03.pdf
CC Road Instruction.pdf
CONSTRUCTION POINTS in gujarati.pdf
DRG - SP - Prantij Pkg-03.pdf
General Specification.pdf
GR - 1.pdf
GR - 2.pdf
SBD Book_2023_SP - Prantij Pkg-03.pdf
Specification - SP - Prantij Pkg-03.pdf
Work Details - SP - Prantij Pkg-03.pdf
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