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Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
4 Jun 2026, 6:00 pmClosed
Executive Engineer Panchayat (R&B) Division, Junagadh
Construction of Minor Bridge 3X8 Mtr. On Mohabatpur Ganthila Road At Ch.3/00 Ta.Vanthali Dist.Junagadh (MMGSY-SCSP~2025-26)
309242
04/2026-27 Sr.No.14
Open
Civil Works - Bridges
Junagadh
7 documents required · 6 mandatory · 1 optional
₹3,600
DD in favour of Executive Engineer, Panchayat R&B Division - Junagadh
₹1.2 L
27 May 2026
27 May 2026
27 May 2026
4 Jun 2026
28 May 2026
BILL OF QUANTITIES
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
1 Clearing and grubbing of road land incl.uprooting 0.06 One 28455.09
rank vegetation, grass, bushes, shurbs, saplings and Hect.
trees girth upto 300mm removal of stumps of trees
cut earlier and disposal of unserviceable materials ©
By mechanical means in area of Light jungle.
2 Earthwork for embankment including breaking clods, 1251.00 One 177.91
dressing with all lead and lift and including watering Cum
rolling and consolidation of subgrade in layers at
O.M.C. to required dry density including filling the
depression which occur during the process using
power roller 8T to 10T. (E) From Borrow area within
3 Construction of sub-grade and earthen shoulders 198.00 One 200.87
using quarry spall with all lead and lift and including Cum
watering and rolling and consolidation of sub grade
in layers at OMC to required dry density including
filling the depressions which occur during the process
using power roller 8T to 10 T
4 Construction of granular Sub base with Coarse 60.00 One 1131.07
Graded Material (Grade II) (Table:- 400-2) of 200 mm Cum
by providing coarse graded material Metal Crushed
using size 53mm to 26.5 mm@ 27.5%, 26.5 mm to
below @ 37.5% spreading in uniform layers with
including and mixing the material obtained from
cutting BT road by milling machine using motor
grader on prepared surface mixing by mix in place
method with rotavator at OMC and compacting with
vibratory roller to achieve the desired density
complete as per Clause 401.2 Table
5 Providing, laying, spreading and compacting stone 43.03 One 1251.32
aggregates of specific sizes to water bound macadam Cum
specification including spreading in uniform
thickness, hand packing, rolling with vibratory roller
8-10 tonnes 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.-Grading 1, Using Screening Crushable type
such as Moorum or Gravel.
6 Excavation in large boulders and soft rock by 1033.64 One 716.60
wedging including shoring, strutting and dewatering Cum
as necessary and disposing of the excavated stuff as
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
7 Providing and fixing Mild steel dowel bar of 36.00 One 450.07
minimum 32mm dia. For anchoring by drilling holes Rmt.
in foundation strata including necessary bending,
hooking of dowel bars and grouting the holes
complete as per detailed drawing and as directed.
8 Providing and laying cement concrete 1:3:6 (M10) (1- 217.34 One 3070.94
Cement : 3- coarse sand : 6- Graded brick bat Cum
aggregates 40 mm nominal size) and curing complete
excluding cost of formwork in (A) Foundation and
9 Providingand laying plain cement concrete in 48.75 One 3798.46
levelling course complete as per drawings and Cum
technical specifications as per sections 1500, 1700 and
2100 of MORTH. (M-15)
10 Providing parapet of ordinary cement concrete M-200 84.00 One 1086.63
as per detailed drawing with necessary Rmt.
reqinforcement including shuttering laying vibrating
and finishing to line and level complete (ii) cast in
11 Providing and casting in situ controlled cement 455.60 One 5227.36
concrete M-20 for R.C.C. return as per drawings Cum
including centering huttering, scaffolding where
necessary, laying vibrating, curing and finishing
complete.(A)Height from 0.0 to 5.0 M (1) Piers (2)
Abutment (3) RCC return
12 Providing and casting in situ controlled cement 167.00 One 5553.77
concrete M-20 for R.C.C. return as per drawings Cum
including centering huttering, scaffolding where
necessary, laying vibrating, curing and finishing
complete. (A) Height from 5.0 to 10.0 M (1) Piers (2)
Abutment (3) RCC return
13 Providing and casting in situ Controlled Cement 180.28 One 4620.45
Concrete M-20 for R.C.C. Raft and cut-off walls Cum
including neccesary shuttering laying, vibrating
ramming of curing complete.
14 Providing and casting in situ Contolled Cement 50.80 One 5307.46
concrete M 20 for R.C.C. works in pier cap, abutment Cum
cap, and dirt wall including controlled cement
concrete M 250 bed block or pedestals for required
size below bearings as per detailed drawings,
centering, shuttering, scaffolding wherever necessary
laying, vibrating, curing and finishing complete.
15 Providing and casting in situ controlled cement 122.40 One 5457.24
concrete M-25 for R.C.C. Solid Slab, as per drawings Cum
(pier shall be cast in single lift or as per direction of
Engineer in charge), using 6 mm to 20 mm machine
crushed well graded stone aggregate, sand of
approved quality, OPC 53 grade cement with
contractor's own concrete mix design etc. complete as
per specification
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
16 Providing and casting in situ Controlled cement 33.75 One 5406.29
concrete M-25 mix for average 75mm thick wearing Cum
coat laid as directed incuding. tamping, vibrating,
finishing, curring and filling in joints with bitumen
17 Providing and laying weep hole in Abutments and 230.00 One 312.54
returns by using P.V.C pipe of 100mm. Including Rmt.
laying in proper grade and jointing the complete as
per detailed specification
18 Providing and laying filter media 600mm. thick 302.45 One 1239.35
directed at the back of abutments, returns and wing Sqm
walls as per detailed specifications.
19 Providing and fixing in position Mild steel dowel bars 24.00 One 341.29
in pier cap or abutment caps for anchorage in fixed No
end as per detailed drawings including cutting
bending and welding complete.
20 Providing and fixing in position Mild steel dowel bars 24.00 One 399.70
in pier cap or abutment caps for anchorage in free end No
as per detailed drawings including cutting bending
and welding complete.
21 Providing and laying in Position CRS FE 550D TMT 15.300 One 77393.69
bar reinforcement including cutting, bending, hooking MT
and tying complete as per detailed drawings for the
following (A) Piers (B) Abutments (C) R.C.C. Returns
22 Providing and laying in Position CRS FE 550D TMT 2.890 One 77393.69
bar reinforcement including cutting, bending, hooking MT
and tying complete as per detailed drawings. For
well :- curb, staining, cap and RCC Raft
23 Providing Pre-moulded asphalt filler joints as per 34.00 One 611.13
24 Providing and fixing G.I. Rain water spout of 50mm 10.00 One 101.91
dia.and 30cm length No
25 Back filling behind Abutment, wing wall and return 623.70 One 562.08
wall with selected granular material of approved Cum
quality incluiding all the materials, compacting,
labour, equipment charges, etc all complete as per
drawing and Technical Specification Section
(Percentage of fine content maximum 15%, Backfill
soil phi 30°, Density 20 kN/m3, Field compaction
95±2% modified proctor density.
26 Supplying and fixing reinforced concrete heavy duty 38.00 One 3469.26
nonpressure pipes with collars for culverts carrying Rmt.
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.(v) 900mm dia.
27 Demolition of Brickwork and stone masonry 223.20 One 562.89
including -stacking of serviceable materilas and Cum
disposal of eunserviceable materials with all lead and
lift. (ii)In Cement Mortar.
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
28 Dismantling of flexible pavements and disposal of 39.00 One 256.75
dismantled materials up to a lead of 1000 metres, Cum
stacking serviceable and unserviceable materials
Dismantaling of Bituminous Layer
29 Dismantling of flexible pavements and disposal of 258.75 One 357.25
dismantled materials up to a lead of 1000 metres, Cum
stacking serviceable and unserviceable materials
Dismantaling of Granular Layer
30 Providing and laying plain cement concrete grade M- 165.00 One 3798.46
15 PCC wall for protection i.e. to prevent the soil from Cum
sliding down, with graded machine mixed stone
aggregate from 6 mm to 40 mm including tamping,
vibrating, leveling and curing complete with all
formwork, dewatering wherever required including
all materials, labours, plants, machineries & tools, all
leads and lifts, etc. complete as per specification.
31 Providing and laying in position CRS FE 550D TMT 0.14 One 77393.69
bar reinforcement including cutting, bending, MT
hooking, and tying complete as per detailed for the
following. (A) Abutment cap & Dirt Wall. (B) Pier Cap
32 Providing and laying in position CRS FE 550D TMT 12.24 One 76778.02
bar reinforcement including cutting, bending, MT
hooking, and tying complete as per detailed for the
following. (A) Solid Slab
33 Construction of un-reinforced, dowel jointed, plain 73.13 One 5406.29
cement concrete pavement (M25) over a prepared sub Cum
base with 53 grade cement @ 400 per kg cum, coarse
and fine aggregate conforming to IS 383, maximum
size of coarse aggregate not exceeding 25 mm,
transported to site, 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
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
34 Hazard Marker Sign 2.00 One 3666.30
Providing and fixing sign boards made out of 2.0 mm No
aluminium sheet / 4 mm ACP (Aluminum composite
Panel); size 90x30 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 Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per ASTM D-4956 and
latest M.O.S.T.Specifications; 1.8mtr long stand post of
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 foreach board shall be as per theinstruction 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
10 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. (A)
Class-C Type-11 Retro Reflective sheeting.
One Crore Nineteen Lakh Thirty Three Thousand Two Hundred Sixty Five Rupees And
Ninety Two Paisa
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
* Estimated Amount * Estimated Amount
Put to tender Rs…………………… Put to tender Rs……………………
Deduct……..……..% Add……..……..%
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.
NOTE: Amount Rs 91068 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
Junagadh-2 Junagadh
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details.html
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GR ALL.pdf
04_2026-27 Nivida.pdf
BOQ Minor Bridge Mohabatpur Gathila.pdf
SBD Minor Bridge Mohabatpur Gathila.pdf
Specification Minor Bridge Mohabatpur Gathila.pdf
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