Loading…
Loading…
Tender Value
₹4.2 Cr
EMD Value
₹4.2 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 of Sanaliya to Timbdi Road (NP) Km.0/000 - 5/150 Ta.Lilia, Dist.; Amreli.
302040
Tender Notice No.02/2026-27 Sr.No.9
Open
Civil Works - Roads
Amreli
8 documents required · 7 mandatory · 1 optional
₹6,000
Executive Engineer Panchayat R&B Division Amreli
₹4.2 L
6 May 2026
6 May 2026
6 May 2026
13 May 2026
6 May 2026
Name of work :- Construction of Sanaliya to Timbdi Road (NP) Km.0/000 - 5/150 Ta.Lilia, Dist.;
Amreli. (Under MMGSY-Khas Angbhut-2025-26)
BILL OF QUANTITIES
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
1 Clearing and grubbing of road land 1.42 One 28455.09
incl.uprooting rank vegetation, grass, Hect.
bushes, shurbs, saplings and trees girth upto
300mm removal of stumps of trees cut
earlier and disposal of unserviceable
materials © By mechanical means in area of
2 Earthwork for embankment including 28157.00 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
3 Box cutting the road surface to proper slope 708.00 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.
4 Earthwork in cutting in all sorts of soil and 2596.00 One 134.12
soft Murrum including conveying and Cum
spreading the suff embankment as and
where directed within 200 meters from the
end of the cutting with all required lead and
5 Granular Sub-base with Black trap crushed 4487.00 One 1147.21
stone well Graded Material (Table.400.1) by Cum
Mix in place Method. Construction of
Granular Sub-base by Providing Black Trap
cruhsed stone well greded material,
spreading in uniform layers with motor
graded on prepared surfce, mixing by mix in
place method with rotavator at OMC, and
compacting with Vibratory roller to achieve
the desired density, complete as per
Technical Specification Clause-401. For
Grading-1 Materials.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
6 WBM Grading-1 2076.00 One 1613.44
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.
7 WBM Grading-2 2424.00 One 1486.88
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.
8 Rolling and Watering of earthwork in layers 28257.00 One 22.95
with vibratory roller including filling in Cum
depression which occur during the process
9 Providing and laying bitumenous grout 1167.00 One 2325.54
37.50mm thick using Emulsion RS1 for tack MT
coat at the rate of 4.00kg/10sqm on W.B.M.
and using BT chips for required gradation
with the asphalt of grade (VG-30) at the rate
of 1.99% i.e 19.90kg/MT by weight of mix
including heating and mixing in drum mix
plant , transporting the mix and spreading
the same by paver finisher and consolidation
as per MOST specification including cost of
all materials fuel, labours, tools and plants
etc. using contractor's own drum mix plant
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
10 Providing, laying and rolling 37.50mm thick 1283.00 One 2926.69
compacted bitumenous Macadam (B.M.) in MT
one layer with B.T. aggregates as specified
and using Emulsion RS1 for tack coat at the
rate of 2.50kg/10sqm (As per IRC-16) and
using bitumen for mixing with agg. at the
rate of 3.40% i.e 34.00kg/MT of total mix
including mixing in Drum mix plant and
spreading the same by paver finisher and
consolidation with vibratory roller including
necessary including cost of hire charges,
firewood, oil, lubricants, labour charges, etc.
by using constractor's own Drum mix plant,
machineries and equipment, tools etc.
complete in accordanace with the
requirement of sepcification.
11 Providing and laying and rolling of 20mm 716.00 One 3483.30
Compacted mix seal surface with B.T. and MT
aggregate as spedified using bitumen Grade
VG-30 for mixing with aggregate at the rate
of 5.10% i.e 51.00Kg/MT of total mix
including heating and mixing in drum mix
plant and spreading the same by paver
finisher and consolidation with vibratory
roller including necessary firewood, oil,
lubricants, labour charges using contractor's
own drum mix plant, machineries and
equipment, tools etc including flushing of
sand 0.30cum/10sqm etc. complete in
accordance with the requirement of
12 Excavation for foundation upto 1.5m depth 367.00 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.
13 Excavation for foundation upto 1.5m depth 325.00 One 432.61
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. Hard Murrum
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
14 Excavation of foundation in hard murrum 224.00 One 611.32
and boulders and very stiff or sticky clays Cum
and other similar strata including shorting
out and struting and dewatering as
necessary and disposing of the excavated
stuff as directed.
15 Excavation in large boulders and soft rock by 160.00 One 716.55
wedging including shoring, strutting and Cum
dewatering as necessary and disposing of
the excavated stuff as directed,
16 Excavation in hard rock by dry-wet blasting 50.00 One 1675.30
and chiseling including dewatering Cum
preparing foundation base by proper
benching and stepping and disposing of the
excavated stuff as directed (B) Blasting
17 Providing and casting in situ ordinary 1139.40 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
18 Providing and filling in foundation with 486.60 One 3345.58
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
19 Providing parapet of ordinary cement 19.20 One 1086.63
concrete M-200 as per detailed drawing with Rmt.
necessary reqinforcement including
shuttering laying vibrating and finishing to
line and level complete (ii) cast in situ.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
20 Construction of concrete road using tremix 504.00 One 6417.03
system with 20cm/15cm thick controlled M- Cum
250 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.
21 Providing and casting in situ Controlled 180.90 One 5227.36
cement concrete M-200 for R.C.C. work in Cum
Piers, abutment, returns and riding returs as
per drawing including centering, shuttering,
scafolding where neccesary laying, vibrating
curing and finishing complete (A) For all
22 Providing and casting in situ Contolled 14.50 One 5307.46
Cement concrete M 20 mix for R.C.C. works Cum
in pier cap, abutment cap, and dirt wall
including controlled cement concrete M
bed block or pedestals for required size
below bearings as per detailed drawings,
centering, shuttering, scaffolding wherever
necessary laying, vibrating, curing and
finishing complete.
23 Providing and casting in situ Controlled 33.30 One 5457.74
cement concrete M 25 for R.C.C. Solid slab Cum
including centering, scaffolding, curing and
finishing complete.
24 Providing and casting in situ Contolled 38.60 One 5300.56
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.
25 Providing and casting in situ Contolled 19.30 One 5158.71
cement concrete- M-200 mix for Approach Cum
slab including formwork, curing and
finishing complete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
26 Providing and casting in situ Controlled 2.69 One 4869.01
cement concrete- M-20 mix for kerbs/Kerb Cum
blocks including formwork,curing and
finishing complete.
27 Providing and laying weep hole in 423.00 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
28 Providing and laying filter media 600mm. 41.50 One 1239.35
thick directed at the back of abutments, Sqm
returns and wing walls as per detailed
specifications.
29 Providing and fixing in position Mild steel 12.00 One 341.29
dowel bars in pier cap or abutment caps for No
anchorage in fixed end as per detailed
drawings including cutting bending and
welding complete.
30 Providing and fixing in position Mild steel 12.00 One 399.70
dowel bars in pier cap or abutment caps for No
anchorage in free end as per detailed
drawings including cutting bending and
welding complete.
31 Providing and laying in Position FE - 9.720 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.
32 Providing and Fixing in position FE- 14.210 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.
33 Providing 12mm. Thick Pre-moulded asphalt 35.80 One 703.53
filler joints as per drawings Sqm
34 Providing PVC 100mm. Diameter water 53.00 One 150.74
spouts including necessary iron gratings as No
35 Filling available excavated earth (excluding 931.00 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)
36 Supplying and fixing reinforced concrete 97.50 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.
37 Providing temporary all weather and fair 80.00 One 1180.08
weather diversion suitable for traffic during Rmt.
the construction Period of the bridge / Slab
drain including providing necessary drains
and all safety measures including red lamps
/ signals at night for traffic etc. complete.
38 Providing and fixing Precast cement concrete 19.00 One 356.49
Hectometer as per IRC type design incl. No
painting, lettering etc. fixing in C.C. 1:5:10.
39 Providing and fixing Precast cement concrete 150.00 One 344.07
Guard stone as per I.R.C. type design No
including white washing etc. complete.
Fixing in C.C.1:5:10.
40 Providing and fixing ordinary Kilometer 6.00 One 704.33
stone of pre-cast C.C. 1:2:4 including No
necessary reinforcement as per I.R.C. type
design in C..C. 1:4:8 including painting
lettering etc. complete. (For ODR, VR)
41 Providing and fixing 5th Kilometer stone of 1.00 One 1935.14
pre-cast C.C. 1:2:4 including necessary No
reinforcement as per I.R.C. type design in
C..C. 1:4:8 including painting lettering etc.
42 Providing and fixing Indicator stone of 232.00 One 102.84
approve stone as per I.R.C. type design in No
C.C. 1:4:8 including white washing etc.
complete Fixing in Earth
43 Supplying and fixing Junction Boards of 2.00 One 5236.69
M.S. plates and angles as per I.R.C. design No
incl;. Fixing in C.C. 1:4:8 with necessary
excavation painting, figuring, lettering on
boards etc. complete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
44 Providing and fixing Village name Boards as 2.00 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
45 Providing and fixing Road sign of M.S. plate 10.00 One 3072.98
and angle iron incl. painting, lettering etc. No
complete. fixing in C.C. 1:4:8 block with
necessary excavation etc. complete as per
IRC type design (i) Reflective Type.
46 Village/Bump Ahead sign. : Providing and fixing 4.00 One 5045.36
sign boards made out of 2mm Aluminium sheet size No
90x60 cms. Rectangle as per the design of IRC-67-1977
pre treated with phospheting process and acid
etching coated with one coat of apoxy primer and two
coats of best quality epoxy paint reflectorised with
retro reflective sheeting as per latest MOST
specification letter and numbers should be as per
IRC:30-1968, 3.1 Mt. long (2 nos) stand post and frame
fabricated from suitable size iron angle of
50x50x5mm, painted with best quality epoxy coating
in black and white bends, the details of symbole on
inscription/ numerals for each board shall be as per
the instruction of the Engineer in charge. The fixing at
site shall be in C.C 1:2:4 block of size 45x45x60cms. for
each leg including excavation curring etc. complete
under the supervision of engineer in charge (A)
Engineer Grade.
47 Regulatory/Mandatory signs :Providing and fixing 4.00 One 3439.80
sing boards made out of 2mm aluminium sheet; size No
60cms. diameter circle as per the design of IRC-67-
1977 pre treated with phospheting process & acid
eteching; 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; 3.1m long stand post and frame
fabricated from suitable size iron angle of 35 x 35 x
3mm 75x75x6mm as required; painted with best
quality 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 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)...
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
48 Hazard Marker sign : 4.00 One 2423.73
Providing and Fixing sign boards made out of 2mm No
aluminum sheet : size 90*30 cms. rectangle as per
design / Drawing attached (IRC). Pretreated with
phospheting process and acid etching : coated with
one coat of epoxy primer and two coats of best
quality epoxy paint: reflectorised with retro reflective
sheeting as per latest M.O.S.T specification: 3.1 M.
long (2 nos) stand post and frame fabricated from
suitable size iron angle of 35*35*3mm and 50*50*5mm
: painted with best quality epoxy coatings in black
and white bends the details of symbole 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*45*60 cms for each leg:
including excvation curing etc. comp.under the
supervision of engineer-in-charge.(B) Engineering
49 Chevron sign :-Providing and fixing sign boards 30.00 One 3711.75
made out of 1.5mm aluminium sheet / 3mm ACP No
(Aluminum composite Panel); size 60x50cm
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;
3.3 mtr 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 of35x35x3mm;
painted with bestquality 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 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
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-B Type-4 Retro Reflective sheeting
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
50 Citizen's information Board. Providing and fixing of 1.00 One 8560.76
typical MMGSY information board as per instruction. No
Two MS sheets of 3 mm thick, of 900 mm x 750mm
size fixed at top & bottom duly rivetted with MS
angles of 25 x 25 x 5 mm thick M.S angle shall be
welded by two vertical M.S angle of 5 mm thick to
mm x 75 mm of 12 SWG square tubes posts duly
embedded in cement concrete M-15 grade blocks of
600mm x 600mm x 750mm, below ground level. The
letters & figure of any shade reflectorised with High
Intensity Prismatic Grade Retro Reflective Sheeting of
Type-4 as per ASTM D-4956 and latest MORD
specifications; All sections of framed posts and steel
tube will be painted with primer and two coats of
epoxy paints as per drawing Clause 1701 and
Annexure 1700.1 (10.16). (A) Class-B High intensity
Grade Retro Reflective sheeting.
51 Road Marking with Hot Applied paints with 1271.00 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.
52 Supplying and fixing cat eye (Stimsonite) 683.00 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)
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
53 Providing and fixing "W" shape metal crash 61.30 One 3198.67
safety barrier comprising of 3mm thick Rmt.
galvanised sheet to be fixed on ISMC
(150x75x5.4mm) series channel vertical post
to be spaced 2.0 mtr. c/c to be kept 1.650mtr
height as per MOST spesification incl.
necessary foundation, fittings with bolts,
painting and required all process as per
specificaation adndd as per drawings.
Rupees Four Crore Seventeen Lakh(s) Twenty Three Thousand One Hundred
Eight And Paise Thirty 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………………….………………
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.16517.47 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
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
8.GR SBD.pdf
9.Envirement MMGSY.pdf
0.4 Tender Details No.2.pdf
0.1 SBD.pdf
0.2 BOQ.pdf
0.3 Speci Sanaliya-MM-SC-NP-Liliya.pdf
Download all tender documents and submit your bid