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Tender Value
₹3.2 Cr
EMD Value
₹3.2 L
Closing Date
18 Jun 2026, 6:00 pm
Executive Engineer, Panchayat (R & B) Division Rajkot.
Construction of Boriya to Varudi Mataji Temple Road Joining to Boriya Delda Road (NP) Km.0/000 to 2/600 Ta.Jam Kandorana, Dist.; Rajkot (Package No. RAJ/MMGSY/BUJ/2025-26/P.10)
309208
NIVIDA 1 2026-27
Open
Civil Works - Roads
Rajkot
8 documents required · 8 mandatory
₹6,000
Executive Engineer Panchayat R&B Division Rajkot
₹3.2 L
27 May 2026
27 May 2026
27 May 2026
18 Jun 2026
27 May 2026
Name of work :- Construction of Boriya to Varudi Mataji Temple Road Joining to Boriya Delda
Road (NP) Km.0/000 to 2/600 Ta.Jam Kandorana, Dist.; Rajkot (Package No.
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 1.04 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 1092.90 One 171.48
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 5134.00 One 114.44
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 466.20 One 140.87
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 WBM Grading-1 2053.60 One 1409.55
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)
6 WBM Grading-2 63.40 One 1301.48
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.
7 Rolling and Watering of earthwork with 1120.80 One 23.41
vibratory roller including filling in Cum
depression which occur during the process
and as directed.
8 Excavation for foundation upto 1.5m depth 788.70 One 265.97
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (B) Dense or hard soil.
9 Excavation for foundation upto 1.5m depth 394.10 One 453.20
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (C) Hard Murrum
10 Excavation of foundation in Sand graval caly 255.80 One 535.45
soft soil and murrum etc. including shoring, Cum
struting dewatering as necessary and
disposing of the excavated stuff as directed.
Depth upto 3.00mt.
11 Excavation of foundation in hard murrum 131.40 One 640.44
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.
12 Providing and laying rubble for apron (Each 31.60 One 1101.22
stone weighting not less than 40kg) Cum
including and packing and filling in the
interstices with quarry spall.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
13 Providing and filling in foundation with 61.50 One 3729.97
ordinary cement concrete M-150 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
14 Providing and casting in situ ordinary 790.30 One 3935.98
cement concrete M-150 mix and providing Cum
necessary pin headers including shuttering,
scafilding, laying vibrating, curing and
finishing complete Without V-Grooves For
15 Providing and filling in foundation with 200.30 One 3359.92
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
16 Providing parapet of ordinary cement 28.20 One 1078.36
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.
17 Dry Lean Cement Concrete Sub base 1026.80 One 2228.46
(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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
18 Cement Concrete Pavement M-25 2055.90 One 8032.73
(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.
19 Providing and casting in situ Controlled 210.90 One 5173.92
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
20 Providing and casting in situ Controlled 54.20 One 4672.48
Cement Concrete M-250 for R.C.C. Raft and Cum
cut-off walls including neccesary shuttering
laying, vibrating ramming of curing
21 Providing and casting in situ Controlled 28.50 One 5242.73
cement concrete M 25 for R.C.C. Solid slab Cum
including centering, scaffolding, curing and
finishing complete.
22 Providing and casting in situ Contolled 57.10 One 5247.13
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.
23 Providing and casting in situ Controlled 1.80 One 4820.44
cement concrete- M-20 mix for kerbs/Kerb Cum
blocks including formwork,curing and
finishing complete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
24 Providing and casting in situ Contolled 15.80 One 5211.02
cement concrete- M-25 mix for Approach Cum
slab including formwork, curing and
finishing complete.
25 Providing and laying weep hole in 109.00 One 90.82
Abutment and returns by using A.C pipe of No
100mm. Incl. fixing in proper grade and
jointing the complete as per detailed
26 Providing and laying filter media 600mm. 54.70 One 1298.37
thick directed at the back of abutments, Sqm
returns and wing walls as per detailed
specifications.
27 Providing and laying in Position FE - 9.580 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.
28 Providing and Fixing in position FE- 8.950 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.
29 Providing 12mm. Thick Pre-moulded asphalt 3.70 One 703.52
filler joints as per drawings Sqm
30 Providing G.I. 100mm. Diameter water 8.00 One 536.02
spouts including necessary iron gratings as No
31 Providing flood gauge marks on sub 6.00 One 174.98
structure as per design including painting Rmt.
32 Filling available excavated earth (excluding 39.50 One 137.47
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)
33 Supplying and fixing reinforced concrete 180.00 One 659.99
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.
34 Supplying and fixing reinforced concrete 30.00 One 3521.92
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) 900mm Dia.
35 Providing and fixing Precast cement concrete 10.00 One 356.49
Hectometer as per IRC type design incl. No
painting, lettering etc. fixing in C.C. 1:5:10.
36 Providing and fixing Precast cement concrete 300.00 One 350.80
Guard stone as per I.R.C. type design No
including white washing etc. complete.
Fixing in C.C.1:5:10.
37 Providing and fixing ordinary Kilometer 3.00 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)
38 Providing and fixing Indicator stone of 117.00 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
39 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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
40 Providing and fixing Flood guage post mark 2.00 One 1147.36
of 'C' angle size 100mm x 50mm x 6mm thick No
(in head wall 0.500mt. And 1.50mt. Out side
with painting and lettering with redeum
color as directed.
41 Village/Bump Ahead sign. : Providing and fixing 5.00 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.
42 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)
43 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)...
44 Cautionary Warning Sign : Providing and fixing sign 2.00 One 3808.65
boards made out of 2mm Aluminium sheet size No
90x90x90 cms. Equilateral treangle 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 3.1 Mt. long stand post and frame
fabricated from suitable size iron angle of
35x35x3mm, 75x75x6mm. as required painted with
best quality epoxy coating in black and white bends
the details of symbole 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 45x45x60cms. for
each leg including excavation curring etc. complete
under the supervision of engineer in charge (A)
Engineering Grade.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
45 Citizen's information Board. Providing and fixing of 1.00 One 7393.20
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.
46 Road Marking with Hot Applied paints with 858.00 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)
47 Cate eye / road stud/ RPM : Supplying 389.00 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.
48 Providing and erecting a "W" metal crash 34.00 One 3723.46
barrier comprising of 3mm thick currugated Rmt.
sheet metal beam rail, 70cm above
Road/Ground level, fixed on ISMC series
channel vertical post, 150x75x5mm spaced
2m center to center, 1.8m high, 1.1m below
ground/road level, all steel parts and
fitments to be galavanized by hot dip
process, all fittings to conform to IS:1367 and
IS:1364 metal beam rail to be fixed on the
vertical post with a spacer of channel section
150x75x5mm, 330mm long complete as per
Rupees Three Crore Seventeen Lakh(s) Twenty Thousand Thirty Five And Paise
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.
Signature of Contractor.
Deputy Executive Engineer Executive Engineer
Panchayat R&B Sub Division Panchayat R&B Division
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