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Tender Value
₹3.7 Cr
EMD Value
₹3.7 L
Closing Date
13 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer Panchayat R&B Division Amreli
Construction Cement Concrete Roads of Amreli District Package No.39, Ta.Savarkundla , Dist. Amreli.
302097
Tender Notice No.02/2026-27 Sr.No.8
Open
Civil Works - Roads
Amreli
10 documents required · 9 mandatory · 1 optional
₹6,000
Executive Engineer Panchayat R&B Division Amreli
₹3.7 L
6 May 2026
6 May 2026
6 May 2026
13 May 2026
6 May 2026
Name of work :- Construction Cement Concrete Roads of Amreli District Package No.RPC-
2/AMR/Suvidhapath/Normal/2025-26/P.39 Ta. Savarkundla , Dist.; Amreli.
BILL OF QUANTITIES
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
1 Earthwork for embankment including 24.00 One 157.91
breaking clods, dressing with all lead and lift Cum
(Excluding watering and consolidation) (A)
Selected soil should be From borrow area
with all lead and lift and should have CBR
not less than 6.00%.
2 Box cutting the road surface to proper slope 7139.00 One 109.41
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.
3 WBM Grading-1 3395.00 One 1552.10
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.
4 Rolling and Watering of earthwork with 24.00 One 22.95
vibratory roller including filling in Cum
depression which occur during the process
and as directed.
5 Excavation for foundation upto 1.5m depth 53.00 One 253.88
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (B) Dense or hard soil.
6 Excavation for foundation upto 1.5m depth 43.00 One 432.61
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (C) Hard Murrum
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
7 Providing and casting in situ ordinary 110.70 One 3921.63
cement concrete M-150 mix and providing Cum
necessary pin headers including shuttering,
scafilding, laying vibrating, curing and
finishing complete Without V-Grooves For
8 Providing and filling in foundation with 30.00 One 3345.58
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
9 Construction Dry lean cement concrete Sub- 2266.00 One 2163.42
base over a prepared sub-grade with coarse Cum
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 220kg/ 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. complete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
10 Construction of un-reinforced, dowel 3608.00 One 6221.60
jointed, plain cement concrete pavement Cum
over a prepared sub base with Ready mix
cement concrete grade M-250 , coarse and
fine aggregate conforming to IS
maximum size of coarse aggregate not
exceeding 25 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
11 Providing and casting in situ Contolled 25.20 One 5300.56
cement concrete- M-200 for average Cum
75/150/200mm thick wearing coat laid as
directed incuding. tamping, vibrating,
finishing, curring and filling in joints with
bitumen complete.
12 Providing and laying in Position FE - 0.720 One 73858.69
500/500D TMT bar reinforcement including MT
cutting, bending, hooking and tying
complete as per detailed drawings for the
following (A) Piers (B) Abutments (C)
Returns (D) Walls etc.
13 Providing and Fixing in position FE- 0.440 One 73243.01
500/500D TMT bar reinforcement including MT
cutting, bending, hooking, and tying
complete as per detailed drawaing (A)RCC
kerb (B) RCC Footpath (B) RCC Solid Slab/
App. Slab / Wearing coat.
14 Filling available excavated earth (excluding 604.30 One 136.91
rock ) in trenches plinth sides of foundation Cum
etc. in layers not exceeding 20cm in depth
consolidating each deposited layer by
ramming and watering.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
15 Supplying and fixing reinforced concrete 20.00 One 3469.25
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) 900mm Dia.
16 Providing and fixing pre-cast Rubber 2320.00 One 706.93
Dye/steel Dye inter locking concrete block Sqm
60mm thick with grade of concrete M300
pnumatic compressed / vibrated
mechincally and as per approved design
confirming to IS 15658 : 2006 including
35mm sand layer for levelling and filling the
joit with sand in proper line and level as per
guidlines of IRC: SP 63-2018 etc. complete.
17 Excavation for pipe line trench for water 172.50 One 1010.00
supply,seweragre line, manhole,etc.all with Rmt.
shoring and struting if required as per
requried gradiyan and line including saffety
provision using site rail and stucking
excavated stuff including up to all requried
lead cleaning the site etc compl.for all lift
and stratta.as specified up to 1.5m
depth.200MM 6Kg\sqcm
18 Dismantling the existing structure including 44.00 One 930.35
removing and stacking the dismantled Cum
materials as and where directed. RCC Work.
19 Demolition and desposal of unserviceable 311.13 One 623.00
materials with all lead and lift. (II) Cum
Unreinforced cement concrete.
20 Demolition including stackinh of serviceable 81.50 One 1082.35
materials and desposal of unserviceable Cum
materials with all lead and lift. (II)
Reinforced cement concrete work.
21 Providing and Fixing Flood guage post 2.00 One 3045.15
confirming to IRC 67-2001 using engineering No
grade retro reflective sheeting including
lettering and border as directed. For New
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
22 Hazard Marker Sign :-Providing and fixing sign 2.00 One 3518.68
boards made out of 2.0 mm aluminium sheet / 4 mm No
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 High Intensity
Prismatic Grade retro refiectivesheeting of Type-4 as
per ASTM D-4956 and latest M.O.S.T.Specifications;
1.8mtr long stand post of Iron Angle 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 for each
board shall be as per the instruction 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 7 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. (B) Class-B Type-4
Retro Reflective sheeting
23 Providing and erecting suvidhapath logo board cum 12.00 One 6002.43
unformatory retro reflectorised board as per IRC-67 No
made of eingineering grade sheeting as per
specification fixed over alluminium sheeting 2mm.
thick as pogo baord with vertical support of M.S.
angle 35x35x5 mm and leteral clearance of 10mm
between logo and informatory board and 2mm. thick
M.S plate as information board with area exceeding
0.90sqm. fixed on frame of an angle 35x35x5mm and
suported on a M.S. angle iron post 75mm x 75mm x
6mm - 2 nos firmly fixed to the ground by means of
properly designed foundation with M-15 grade
cement concrete 45cmx45cmx60xm, below ground
level as per drawing, including painting and
instalation as site.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
24 Cautionary Warning Sign :-Providing and fixing sign 2.00 One 3906.18
boards made out of 2mm aluminium sheet / 4mm No
ACP (Aluminum composite Panel); size 90 x 90 x
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 High
Intensity Prismatic Grade retro refiectivesheeting of
Type-4 as per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.6mtr long stand post of Iron
Angle 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 for each board shall be as per the
instruction 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 7 years for the Retro reflective sheeting
from original manufacturer & a certified copy of
year outdoor exposure test report from third party
test lab for the product offered shall be submitted by
contractor. (B) Class-B Type-4 Retro Reflective
25 Road Marking with Hot Applied paints with 732.50 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 Three Crore Sixty Eight Lakh(s) Forty One Thousand Eight Hundred
Ninety Six And Paise Ninety Six 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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
* 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. 3300/-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
Savarkundla Amreli
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details.html
RAW_HTML
8.GR SBD.pdf
9.Envirement MMGSY.pdf
0.1 SBD.pdf
0.2 BOQ.pdf
0.3 Speci Suvidhapath-P39.pdf
0.4 Tender Details No.2.pdf
0.5. Suvidhapath Condition photoes etc.pdf
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