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Tender Value
₹3.3 Cr
EMD Value
₹3.4 L
Closing Date
13 May 2026, 7:00 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.37 Ta.Babara , Dist.; Amreli.
302211
Tender Notice No.2/2026-27, Sr.No.4
Open
Civil Works - Roads
Amreli
10 documents required · 9 mandatory · 1 optional
₹6,000
Executive Engineer Panchayat R&B Division Amreli
₹3.4 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.37 Ta.Babara , 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 31.00 One 157.91
breaking clods, dressing with all lead and lift Cum
(Excluding watering and consolidation) (A)
From borrow area with all lead and
lift.Executed with machineries.(Selected soil
to be used for earthwork shall be from
BORROW AREA only having CBR not less
2 Box cutting the road surface to proper slope 6867.00 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 Supplying, stacking, spreading, rolling, 18.00 One 423.49
watering and consolidation to desired Cum
density of quarry spall with all lead and lift.
4 WBM Grading-1 11.00 One 1432.25
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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
5 WBM Grading-2 2371.00 One 1363.95
Providing, laying, spreading and compacting Cum
stone agg. Of 63mm 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-
2 as per Technical Specification Clasue.405
By menual means.
6 Rolling and Watering of earthwork in layers 8.00 One 22.95
with vibratory roller including filling in Cum
depression which occur during the process
7 Excavation for foundation upto 1.5m depth 92.00 One 253.88
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. Dense or hard soil.
8 Excavation for foundation upto 1.5m depth 2320.00 One 331.45
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. Dense or hard soil. And
Add extra for depositing off the excavated
stuff of above items for lead of © 300 to
9 Excavation for foundation upto 1.5m depth 67.00 One 432.61
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. Hard Murrum
10 Providing and casting in situ ordinary 177.20 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
11 Providing and filling in foundation with 1700.00 One 3345.58
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
12 Construction of dry lean cement Ready Mix 10.00 One 2276.54
concrete Sub-base over a prepared! sub- Cum
grade with coarse and fine aggregate
conforming to IS: 383, the size off 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
kg/ cum, optimum moisture content to bei
;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. opmplete.
13 Construction of concrete road using tremix 2426.00 One 6089.92
system with 20cm/15cm thick controlled M- Cum
200 concrete mixing conplast P-211 water
reduction admixure @ 100ml/bag of cement
and hardner 62.50ml. /bag using fixing and
removing "C" channels of required road
depth levelling if placed concrte with surface
vibrator, finishing the surface with power
floater and towel tight brooming as directed
with providing expantion joints 20x200mm
and contraction joints 20x20mm using
concrete cutter machine etc. complete.
14 Providing and casting in situ Ordinary 8.30 One 4364.80
cement concrete- M-200 for average Cum
75/150mm thick wearing coat laid as
directed incuding. tamping, vibrating,
finishing, curring and filling in joints with
bitumen complete.
15 Providing and laying weep hole in 66.00 One 56.12
Abutment and returns by using A.C/PVC No
pipe of 100mm. Incl. fixing in proper grade
and jointing the complete as per detailed
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
16 Providing and laying in Position FE - 1.170 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.
17 Providing and Fixing in position FE- 0.150 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.
18 Filling available excavated earth (excluding 1927.10 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.
19 Supplying and fixing reinforced concrete 592.50 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.
20 Providing and fixing pre-cast Rubber Dye 3270.00 One 773.46
inter locking concrete block 80mm thick with sqm
grade of concrete M200 pnumatic
compressed / vibrated mechanically and as
per approved design including 35 mm stone
dust layer for levelling and filling the joint
with stone dust in proper line and level
21 Excavation for pipe line trench for water 292.50 One 985.55
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
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
22 Constructing Manhole with Precast R.C.C. m- 41.00 One 33731.68
200 Thick 7 cm top slab, Excavation,PCC No
M100, Bottom concrete M150 mix & inside
plastering 15mm thick with Cement Mortar
1:5 finished smooth complete including
curing and festing Inside size 1.50m x 1.5 m
2.0mt. (A) With 350mm thick walls of brick
monry using brick having crushing strength
not less than 35Kg. / Sq.cm. in Cement
Mortar 1:5 (1- Cement: 5-Coarse sand)
23 Constructing Manhole with Precast R.C.C. m- 10.00 One 3183.22
200 Thick 7 cm top slab,Excavation, PCC No
M100, Brick Masonry & inside plastering
15mm thick with Cement Mortar 1:5 finished
smooth complete including curing and
festing Inside size 0.60m x 0.6 m 0.6mt. (A)
With 230mm thick walls of brick monry
using brick having crushing strength not less
than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-
Cement: 5-Coarse sand)
24 Providing and fixing M.S. grills of required 72.00 One 106.23
pattern to wooden frames of windows etc. KG
with M.S. flats at required spacings and
frame alround, square or round bars with
round headed bolts and nuts or by screws
(A) Plain Grill.
25 Demolition and desposal of unserviceable 423.88 One 623.02
materials with all lead and lift. (II) Cum
Unreinforced cement concrete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
26 Men at work (Heavy) sign :-Providing and fixing sing 4.00 One 6141.20
boards made out of 2mm aluminium sheet; size 120 x No
90cms. rectangle as as per the attached drawing. pre
treated with phospheting process & acid etching;
coated with one coat of epoxy primer and two coats of
best quality epoxy paint; reflectorised with retro
refiective sheeting as per latest M.O.S.T.
Specifications; Letters and numerals should be as per
IRC-30-1968, 3.1m long (2 nos) stand post and frame
fabricated from suitable size iron angle of 50 x 50 x
5mm painted with best quality epoxy coatings in
black and white bends. the details of symbol or
inscription / numerals for each board shall be as per
the instruction of engineer in charge. The fixing at
site shall be in 1:2:4 CC block of size 45 x 45 x 60cms.
for each leg. including excavation curing etc. complete
under the supervision of engineer in charge.(A)
Engineer Grade(VR)...
27 Diversion sing board :-Providing & Fixing sign 4.00 One 6798.92
boards made out of 2mm aluminium sheet, size 180 x No
60 cms. rectangle as per the attached drawing pre
treated with phospheting process & acid etching.
coated with one coat of epoxy priemr and two coats of
best quality epoxy paint reflectorised with retro
reflective sheeting as per latest M.O.S.T.
Specifications; Letters and numerals should be as per
IRC-30-1968,3.1m long (2nos) stand post and frame
fabricated from iron angle of 35x35x3mm,
50x50x5mm painted with best quality epoxy coatings
in blak and white bends. The fixing at site shall be in
1:2:4 CC block of size 45 x 45x 60cms for each leg,
including excavation curing etc. complete under the
supervision of engineer in charge.(A) Engineer
28 Providing and erecting suvidhapath logo board cum 10.00 One 6368.05
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)
29 Road Marking with Hot Applied paints with 647.13 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.
30 Supplying and fixing cat eye (Stimsonite) 358.00 One 375.72
made out from acrilo beatiful sterine No
injuction high compressed molding with
reflector made of MMC (Prismatic type size
12cmx6cmx2.5cm) provided with
bituminous adhesive 100g. With each umit
for fixing (Engineer grade)
Rupees Three Crore Thirty Four Lakh(s) Sixty Two Thousand Nine Hundred
Eighty Three And Paise Thirty Seven 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.
Signature of Contractor.
Deputy Executive Engineer Executive Engineer
Panchayat R&B Sub Division Panchayat R&B Division
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8.GR SBD.pdf
9.Envirement MMGSY.pdf
0.5. Suvidhapath Condition photoes etc.pdf
0.1 SBD.pdf
0.2 BOQ.pdf
0.3 Speci Suvidhapath P37.pdf
0.4 Tender Details No.2.pdf
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