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Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
27 Jul 2026, 12:00 pm
Executive Engineer, Panchayat (R&B) Division SURENDRANAGAR
Construction of Chiroda (Tha.) to Zupda Road (VR NP) Km.0/000 to 1/700 Ta.Chotila, Dist.; Surendranagar
319081
08/2026-27
Open
Civil - All
Surendranagar
8 documents required · 8 mandatory
₹3,600
Executive Engineer,R&B Panchayat Divison, Surendranagar
₹1.7 L
4 Jul 2026
4 Jul 2026
4 Jul 2026
27 Jul 2026
4 Jul 2026
Name of work :- Construction of Chiroda (Tha.) to Zupda Road (VR NP) Km.0/000 to 1/700
Ta.Chotila, Dist.; Surendranagar. (Undr MMGSY-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 Clearing and grubbing of road land 0.45 One 28393.03
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 13475.90 One 150.38
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%.
3 Box cutting the road surface to proper slope 210.60 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.
4 Earthwork in cutting in all sorts of soil and 665.90 One 127.74
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 1343.70 One 861.32
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-1 657.90 One 1295.52
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-2 981.90 One 1194.42
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 with 14147.80 One 22.48
vibratory roller including filling in Cum
depression which occur during the process
and as directed.
9 Providing and laying bitumenous grout 421.00 One 3065.45
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 and laying and rolling of 20mm 259.00 One 5148.57
thick Compacted mix seal surface with B.T. MT
and 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 0.27cum/10sqm etc. complete in
accordance with the requirement of
11 Providing, laying and rolling of 25mm thick 295.00 One 4080.80
uisng asphalt viscosity grade of VG-30 open MT
graded premix bituminous carpet with B.T
aggregates as specified and using bulk
Emulsion RS1 for tack coat at the rate of
2.50kg/10sqm on B.T.Surface (As per IRC-
16) and using bitumen for mixing with
aggregate at the rate of 3.36% i.e
33.60kg/MT. of total mix including heating
and mixing in drum mix plant, spreading the
same with paver finisher and consolidation
with vibratory roller including necessary
firewood, oil, lubricants, labour charges etc.
using equipment tools etc. completed in
accordance with the requirement of
12 Excavation for foundation upto 1.5m depth 17.30 One 241.79
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (B) Dense or hard soil.
13 Excavation for foundation upto 1.5m depth 96.70 One 412.00
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)
14 Excavation for foundation upto 1.5m depth 58.00 One 882.87
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (E) Hard Rock
15 Excavation of foundation in hard murrum 290.40 One 582.21
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.
16 Excavation in large boulders and soft rock by 150.50 One 682.43
wedging including shoring, strutting and Cum
dewatering as necessary and disposing of
the excavated stuff as directed,
17 Excavation in hard rock by dry-wet blasting 77.20 One 1595.52
and chiseling including dewatering Cum
preparing foundation base by proper
benching and stepping and disposing of the
excavated stuff as directed (B) Blasting
18 Providing and fixing Mild steel dowel bar of 30.00 One 448.26
minimum 32mm dia. For anchoring by Rmt.
drilling holes in foundation strata including
necessary bending, hooking of dowel bars
and grouting the holes complete as per
detailed drawing and as directed.
19 Providing and casting in situ ordinary 357.60 One 3799.60
cement concrete M-150 mix and providing Cum
necessary pin headers including shuttering,
scafilding, laying vibrating, curing and
finishing complete Without V-Grooves For
20 Providing and filling in foundation with 110.60 One 3226.63
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
21 Providing parapet of ordinary cement 25.00 One 1044.47
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)
22 Dry Lean Cement Concrete Sub base 48.80 One 2395.72
(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.
23 Cement Concrete Pavement M-25 97.50 One 6321.28
(Construction of un- reinforced, dowel Cum
jointed, plain cement concrete pavement
over a prepared sub base with 53 grade
cement @ 380 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.
24 Providing and casting in situ Controlled 316.80 One 4991.57
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
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
25 Providing and casting in situ Contolled 17.00 One 5070.49
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.
26 Providing and casting in situ Controlled 47.60 One 5064.90
cement concrete M 25 for R.C.C. Solid slab Cum
including centering, scaffolding, curing and
finishing complete.
27 Providing and casting in situ Contolled 81.00 One 5101.10
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.
28 Providing and casting in situ Contolled 14.90 One 4959.26
cement concrete- M-200 mix for Approach Cum
slab including formwork, curing and
finishing complete.
29 Providing and casting in situ Controlled 3.10 One 4687.70
cement concrete- M-20 mix for kerbs/Kerb Cum
blocks including formwork,curing and
finishing complete.
30 Providing and laying weep hole in 46.00 One 53.44
Abutment and returns by using A.C pipe of No
100mm. Incl. fixing in proper grade and
jointing the complete as per detailed
31 Providing and laying filter media 600mm. 51.00 One 1180.33
thick directed at the back of abutments, Sqm
returns and wing walls as per detailed
specifications.
32 Providing and fixing in position Mild steel 12.00 One 339.87
dowel bars in pier cap or abutment caps for No
anchorage in fixed end as per detailed
drawings including cutting bending and
welding complete.
33 Providing and fixing in position Mild steel 12.00 One 396.27
dowel bars in pier cap or abutment caps for No
anchorage in free end as per detailed
drawings including cutting bending and
welding complete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
34 Providing and laying in Position FE - 5.080 One 73217.52
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.
35 Providing and Fixing in position FE- 7.930 One 72601.86
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.
36 Providing 12mm. Thick Pre-moulded asphalt 11.90 One 702.12
filler joints as per drawings Sqm
37 Providing PVC 100mm. Diameter water 8.00 One 159.36
spouts including necessary iron gratings as No
38 Providing flood gauge marks on sub 3.80 One 148.89
structure as per design including painting Rmt.
39 Filling available excavated earth (excluding 220.50 One 130.39
rock ) in trenches plinth sides of foundation Cum
etc. in layers not exceeding 20cm in depth
consolidating each deposited layer by
ramming and watering.
40 Numbering the CD work with approved 2.00 One 58.80
paint including all materials for painting etc. No
41 Finishing wall with weather proof exterior 50.70 One 114.53
emulsion paint on wall surface (two coats) to sqm
give an required shape even shade after
throuighly brushing the surface to remove
all dirt, and remains of loose powdered
materials etc. complete.
42 Supplying and fixing reinforced concrete 45.00 One 649.92
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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
43 Supplying and fixing reinforced concrete 22.50 One 3467.54
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.
44 Providing temporary all weather and fair 80.00 One 1859.61
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..
45 Providing and fixing Precast cement concrete 7.00 One 356.49
Hectometer as per IRC type design incl. No
painting, lettering etc. fixing in C.C. 1:5:10.
46 Providing and fixing Precast cement concrete 180.00 One 327.69
Guard stone as per I.R.C. type design No
including white washing etc. complete.
Fixing in C.C.1:5:10.
47 Providing and fixing ordinary Kilometer 2.00 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)
48 Providing and fixing Indicator stone of 76.00 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
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
49 Village/Bump Ahead sign. : Providing and fixing 3.00 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,
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.
50 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 Grade
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
51 Direction sign (Junction board):-Providing and fixing 1.00 One 14831.70
sing boards made out of 2mm aluminium sheet; size No
244 x 122cms. rectangle as as per the design of IRC-67-
1977 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 75x75x6mm as required; 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)...
52 Sign Board per square Meter :-Providing and fixing 6.00 One 7615.37
sing boards made out of 2mm aluminium sheet; size 1 No
Meter x 1 Meter as as per the design given by
engineer in charge 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 may be fabricated either from suitable size
iron angle of 35 x 35x 3mm & 50 x 50 x 5mm & 75 x
x 6mm as required 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)...
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
53 Citizen's information Board. Providing and fixing of 1.00 One 7325.53
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.
54 Road Marking with Hot Applied paints with 357.00 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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
55 Cate eye / road stud/ RPM : Supplying 60.00 One 326.23
Raised Pavement markers of polycarbonate No
and ABS moulded body and reflective panels
with micro prismatic lens (No glass bead
lens) capable of providing total internal
reflection of the light entering the lens face
and shall support a load of 13635 kgs. tested
in accordanace to ASTM D 4280 type H and
complying to specification of category A of
MORTH circular No RW/NH/33023/10-97-
DO III Dt. 11-06-1997. the height, width and
length shall be exeed 20mm, 130mm and
130mm and with minimum reflective area of
13sqcm on each side and the slope to the
base shall be 35+/-5 degree. the body of the
marker should having finger grip for easy
and accurate placement and application with
epoxy /bituminous adhesive as
recommended by the manufacturer of the
marker. the colour of the marker should be
as per the IRC:35-2015 and as directed by
Engineer-in-charge.
56 Providing and erecting a "W" metal beam 80.00 One 3723.46
crash barrier comprising of 3mm thick Rmt.
corrugated sheet metal beam rail, 70cm
above road/ground level, fixed on ISMC
series chanel vertical post, 150x75x5mm
spaced 2m center to center, 1.8m high, 1.1m
below ground/road level, all steel parts and
fitments to be galvanised by hot dip process,
all fittings to confirm to IS: 1367 and IS
metal beam rail to be fixed on the vertical
post with a spacer of chanel section
150x75x5mm, 330mm long complete.
Rupees One Crore Sixty Seven Lakh(s) Ninety Five Thousand Six Hundred
Seventy Seven And Paise Two 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. 17505/-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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