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Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
27 Jul 2026, 12:00 pm
Executive Engineer, Panchayat (R&B) Division SURENDRANAGAR
Construction of Suvidhapath CC Road on Vadla Approach Road (At Vadla Village) (MDR) Ta.Wadhwan , Dist.; Surendranagar
319492
08/2026-27
Open
Civil - All
Surendranagar
11 documents required · 10 mandatory · 1 optional
₹3,600
Executive Engineer,R&B Panchayat Divison, Surendranagar
₹1.3 L
4 Jul 2026
4 Jul 2026
4 Jul 2026
27 Jul 2026
4 Jul 2026
Name of work :- Construction of Suvidhapath CC Road on Vadla Approach Road (At Vadla
Village) (MDR) Ta.Wadhwan , Dist.; Surendranagar. (Under Suvidhapath-Normal-2025-26)
BILL OF QUANTITIES
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
1 Box cutting the road surface to proper slope 2140.00 One 104.20
and camber for making a base for road work Cum
including removing the excavated stuff and
depositing on the road side slopes as
directed upto all lead.
2 WBM Grading-1 580.00 One 1589.13
Providing, laying, spreading and compacting Cum
stone agg. Of 90mm to 45mm size to water
bound macadam specification including
spreading in uniform thickness, hand
packing, rolling with smooth wheel roller 80-
100 KN in stage to proper grade and camber,
applying and brooming, stone
screening/binding material to fill-up the
intersties of coarse agg., watering and
compacting to the required density grading-
1 as per Technical Specification Clasue.405
By menual means.
3 Dry Lean Cement Concrete Sub base 770.00 One 2779.62
(Construction of dry lean cement concrete Cum
Sub- base over a prepared sub-grade with
coarse and fine aggregate conforming to IS:
383, the size of coarse aggregate not
exceeding 25 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 220 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 paver with electronic sensor,
compacting with 8-10 tonnes vibratory roller,
finishing and curing.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
4 Cement Concrete Pavement M-30 1100.00 One 7226.14
(Construction of un- reinforced, dowel Cum
jointed, plain cement concrete pavement
over a prepared sub base with 53 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 compund
finishing the lines and grade as per drwaing.
5 Providing and fixing pre-cast Rubber Dye / 2000.00 One 686.90
steel Dye inter locking concrete block 60mm Sqm
thick with grade of concrete M300 pnumatic
compressed / vibrated mechanically and as
per approved design Confirming to IS
: 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.
6 Supplying and fixing reinforced concrete 60.00 One 651.94
heavy duty non presure pipes with collars Rmt.
for culverts carrying heavy traffic as per IS
458-1991 specification including setting and
joinng the pipes in C.M. 1:2 watering and
laying (to level or slope) of I.S. Class NP-3 of
following internal diameter with all lead and
lift. (i) 300mm Dia.
7 Dismantling the existing structure including 375.00 One 886.05
removing and stacking the dismantled Cum
materials as and where directed. RCC Work.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
8 Providing and fixing Village name Boards as 1.00 One 3437.59
per standard I.R.C. type design of steel plate No
incl. painting, lettering etc. complete with
fixing in C.C. 1:4:8 block with necessary
excavation etc. complete
9 Providing and fixing suvidhapath logo board of two 1.00 One 6913.45
M.S.sheets of 3mm thick of 900mmx750mm size fixed No
at top & bottom duly rivetted with MS angles of
25x25x5mm thick M.S. angle shall be welded by two
vertical M.S. angle of 5mmthick to 75mmx75mm of
12SWG square tube sposts duly embedded in cement
concrete M-15 grade blocks of
450mmx450mmx600mm below ground level. The
letters & figure of any shade reflectorised with high
intensity prismatic grader etroreflective sheeting and
all sections off ramed posts and steel tube will be
painted with primer and two coats of epoxy paints
directed as per instruction of engineer in-charge
10 Road Marking with Hot Applied paints with 200.00 One 367.72
reflectorising glass beads on bitumin surface Sqm
providing and laying a hot applied thermoplasting
compund 2.5mm thick including reflectorising glass
beads @250 gm per sq.mtr area, thickness of 2.5mm is
excluding of surface applied glass beads as per IRC:35-
2015 the finished surface to be level, uniform and free
from streaks and holes, zebra
patta/bump/centerline/edge line/ cut patta. the
while color marking should provide liminance
coefficient on cement road shall be min.
mcd/m2/lux and asphalt road shall be min
mcd/m2/lux during the survice life during the date
the marking should meet the performanace criteria for
night time reflectivity, wet reflectivity and skid
resistance as mentioned in the section-15 of IRC 35-
2015 warranty for retroreflectivity shall be two years.
Rupees One Crore Thirty Lakh(s) Sixty Two Thousand Eight Hundred Twenty
Four And Paise Ninety Nine Only
I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent
( Should be written in figures and words ) of the estimated rate mentioned above. Amount of My
\ Our tender works put as under.
* Estimated Amount * Estimated Amount
Put to tender Rs…………………… Put to tender Rs……………………
Deduct……..……..% Add……..……..%
In words………………….……………… In words………………….………………
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
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.
NOTE: Amount Rs. 68250/- Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.
Signature of Contractor.
Deputy Executive Engineer Executive Engineer
Panchayat R&B Sub Division Panchayat R&B Division
Surendranagar Surendranagar
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details.html
RAW_HTML
BOQ.pdf
GR SBD.pdf
SBD Suvidhapath-Vadla-Wadhavan.pdf
Speci Suvidhapath-Vadla-Wadhavan.pdf
Suvidhapath Condition.pdf
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