Loading…
Loading…
Tender Value
₹3.7 Cr
EMD Value
₹3.7 L
Closing Date
4 Jun 2026, 6:00 pmClosed
Executive Engineer Panchayat (R&B) Division, Junagadh
Construction of Various Structure of Junagadh District Pkg.No/RPC-2/JND/MMGSY-SCSP-STRC/2025-26/PKG.NO.4 Ta.Keshod Dist.Junagadh
309252
04/2026-27 Sr.No.21
Open
Civil Works - Bridges
Junagadh
7 documents required · 6 mandatory · 1 optional
₹6,000
DD in favour of Executive Engineer, Panchayat R&B Division - Junagadh
₹3.7 L
28 May 2026
28 May 2026
28 May 2026
4 Jun 2026
28 May 2026
BILL OF QUANTITIES
Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount
No. of Specification) Figures
1 Clearing and grubbing of road land incl.uprooting rank 0.02 One 28455.09
vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.
300mm removal of stumps of trees cut earlier and disposal of
unserviceable materials © By mechanical means in area of Light
2 Box cutting the road surface to proper slope and camber for 270.00 One 109.41
making a base for road work including removing the excavated Cum
stuff and depositing on the road side slopes as directed upto
3 Providing, laying, spreading and compacting of Hard Murrum 734.00 One 534.30
including spreading, Rolling Watering etc with all lead. Cum
4 Providing, laying, spreading and compacting stone aggregates of 290.00 One 1529.30
45 to 90mm sizes with average lead to water bound macadam Cum
specification including spreading in uniform thickness, hand
packing, rolling with smooth wheel roller 80-100 kN in stages to
proper grade and camber, applying and brooming, stone
screening/binding materials to fill-up the interstices of coarse
aggregate, wateringand compacting to the required density
grading as per TechnicalSpecification Clause 405. By Manual
5 Rolling and Watering of earthwork in layers with vibratory roller 98.00 One 22.96
including filling in depression which occur during the process as Cum
6 Excavation of foundation in hard murrum and boulders and very 137.00 One 611.32
stiff or sticky clays and other similar strata including shorting out Cum
and struting and dewatering as necessary and disposing of the
excavated stuff as directed.
7 Earth work for embankment including breaking clods, dressing 1976.00 One 244.20
with all lead and lift.(Excluding watering and consolidation) Cum
Selected soil From borrow area within Land width with required
lead , Executed with machineries.(Selected soil to be used For
earthwork shall be From BORROW AREA only having CBR not
less than 6.00%
8 Excavation in large boulders and soft rock by wedging including 261.00 One 716.55
shoring, strutting and dewatering as necessary and disposing of Cum
the excavated stuff as directed,
9 Excavation for foundation upto 1.5 m depth including sorting out 1586.00 One 198.76
and stacking of useful materials and disposing off the excavated Cum
stuff upto 50 Meter lead. (A) Loose or soft soil.
10 Excavation for foundation upto 1.5m depth including sorting out 670.00 One 432.61
and stacking of useful materials and disposing of the excavated Cum
stuff upto 50 mtr lead. Hard Murrum
11 Excavation for foundation in sand, gravel, clay soft soils and 1566.00 One 511.11
murrum etc. including shoring, strutting dewatering as necessary Cum
and disposing of the excavated stuff as directed.(A) Depth upto
12 Excavation for foundation upto 1.5 m depth including sorting out 84.00 One 253.88
and stacking of useful materials and disposing of the excavated Cum
stuff upto 50 meter lead. Dense or hard soil.
13 Excavation for foundation upto 1.5 m depth including sorting out 186.00 One 447.64
and stacking of useful materials and disposing off the excavated Cum
stuff upto 50 Meter lead. (D) Soft rock not requiring Blasting.
Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount
No. of Specification) Figures
14 Excavation in hard rock by dry-wet blasting and chiseling 44.20 One 1675.31
including dewatering preparing foundation base by proper Cum
benching and stepping and disposing of the excavated stuff as
directed (B) Blasting Prohibited.
15 Providing and fixing Mild steel dowel bar of minimum 32mm dia. 54.00 One 450.07
For anchoring by drilling holes in foundation strata including Rmt.
necessary bending, hooking of dowel bars and grouting the holes
complete as per detailed drawing and as directed.
16 Providing and laying rubble for apron (Each stone weighting not 276.60 One 1083.81
less than 40kg) including and packing and filling in the interstices Cum
with quarry spalls.
17 Providing and casting in situ ordinary cement concrete M-150 mix 3608.50 One 3921.64
and providing necessary pin headers including shuttering, Cum
scafilding, laying vibrating, curing and finishing complete
Without V-Grooves. (A) Height from 0.0 m to 5.0m
18 Providing and filling in foundation with ordinary cement concrete 668.30 One 3345.88
M-100 mix and providing necessary vertical pin headers incl. Cum
Formwork, vibrating, ramming and curing complete.
19 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 277.50 One 4291.68
and providing pin headers including shuttering scafolding, laying, Cum
vibrating, curring and finishing complete without V-grooves (A)
Height from 0.0 M to 5.0 M
20 Construction of concrete road using tremix system with 20cm 66.00 One 6089.91
thick Controlled C.C. M-200 concrete mixing conplast P-211 water Cum
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.
21 Providing and casting in situ controlled cement concrete M-20 for 115.60 One 5227.36
R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum
drawings including centering shuttering, scaffolding where
necessary, laying vibrating, curing and finishing complete. (A)
Height from 0.0 to 5.0 M. (1) Piers (2)Abutment (3) RCC return
22 Providing and casting in situ Controlled Cement Concrete M-25 446.90 One 4726.17
for R.C.C. Raft and cut-off walls including neccesary shuttering Cum
laying, vibrating ramming of curing complete.
23 Providing and casting in situ Contolled Cement concrete M 20 for 17.20 One 5307.46
R.C.C. works in pier cap, abutment cap, and dirt wall including Cum
controlled cement concrete M 25 bed block or pedestals for
required size below bearings as per detailed drawings, centering,
shuttering, scaffolding wherever necessary laying, vibrating,
curing and finishing complete.
24 Providing and casting in situ Controlled cement concrete M 25 for 263.10 One 5457.74
R.C.C. Solid slab including centering, scaffolding, curing and Cum
finishing complete.
25 Providing and casting in situ Contolled cement concrete- M-20 for 233.70 One 5300.56
various thickness wearing coat laid as directed incuding. tamping, Cum
vibrating, finishing, curring and filling in joints with bitumen
26 Providing and casting in situ Contolled cement concrete- M-20 48.10 One 5158.72
for Approach slab including formwork, curing and finishing Cum
Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount
No. of Specification) Figures
27 Providing and casting in situ Controlled cement concrete- M-20 15.56 One 4869.02
Kerb/Kerb blocks including formwork,curing and finishing Cum
28 Providing and laying weep hole in Abutments and returns by 1766.00 One 139.97
using A.C. / P.V.C pipe of 90/100mm. Incl. fixing in proper No
grade and jointing the complete as per detailed specification
29 Providing and laying filter media 600mm. thick directed at the 124.50 One 1239.35
back of abutments, returns and wing walls as per detailed Sqm
specifications.
30 Providing and fixing in position Mild steel dowel bars in pier cap 12.00 One 341.29
or abutment caps for anchorage in fixed end as per detailed No
drawings including cutting bending and welding complete.
31 Providing and fixing in position Mild steel dowel bars in pier cap 12.00 One 399.70
or abutment caps for anchorage in free end as per detailed No
drawings including cutting bending and welding complete.
32 Providing and laying in Position FE 500/500D TMT bar 25.590 One 73858.69
reinforcement including cutting, bending, hooking and tying MT
complete as per detailed drawings for the following (A) Piers (B)
Abutments (C) Walls/ Caps/ Copings etc.
33 Providing and Fixing in position FE 500/ 500D TMT bar 10.290 One 73243.02
reinforcement including cutting, bending, hooking, and tying MT
complete as per detailed drawaing (A) RCC Kerb (B) RCC
Foothpath (C ) RCC Approach Slab (D) Wearing Coat .
34 Providing & Fixing of Precast R.C.C. Railing of M-30 Grade 165.90 One 1666.32
Concrete having 2tire (Row) of Hand Rail dimension as shown in Rmt.
detail drawing & Vertical Post such as c/c pacing between vertical
posts not to exceed 2.0 m including necessary TMT steel, Form
Work, Painting with Weatherproof Paint, Supplying of all
material, Labour etc. complete as per instruction of Engineer-in-
35 Providing 12 Thick Pre-moulded asphalt filler joints as per 60.40 One 703.53
36 Providing PVC 100mm. Diameter water spouts (Weep Hole) 94.00 One 159.37
including necessary iron gratings as per drawings. No
37 Filling available excavated earth (excluding rock ) in trenches 1674.00 One 136.92
plinth sides of foundation etc. in layers not exceeding 20cm in Cum
depth consolidating each deposited layer by ramming and
38 Supplying and fixing reinforced concrete heavy duty nonpressure 37.50 One 3469.25
pipes with collars for culverts carrying heavy traffic as per IS 458- Rmt.
1991 specifications including setting the pipes in C.M. 1:2 watering
and laying (to level or slopes) of class NP3 of following internal
daimeters.I)900mm. Dia
39 Dismantling the existing structure including removing and 523.00 One 930.35
stacking the dismantled materials as and where directed. RCC Cum
40 Removing all types of Hume pipes and stacking within a lead of 7.50 One 399.13
1000m including earthwork and Dismantaling of Masonary works Rmt.
as per technical Specification Clause
41 Providing and cast in situ Ordinary Cement Concrete M-200 9.10 One 4364.80
75/150/200 mm thick wearing coat laid as directed incuding. Cum
tamping, vibrating, finishing, curring and filling in joints with
bitumen complete.
Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount
No. of Specification) Figures
42 Providing and placing in position FE 500D TMT bar reinforcement 57.40 One 73243.01
including testing of coating at plant and all taxes including MT
cutting, bending, hooking, and tying complete as per detailed
drawing.(A) Solid Slab. / App slab / Wearing Coat
43 Providing and Fixing Flood guage post confirming to IRC 67-2001 2.00 One 3045.15
using engineering grade retro reflective sheeting including No
lettering and border as directed. For New structure.
44 Citizen's Information Board- Providing and fixing of typical 1.00 One 8560.76
MMGSY information board as per instruction. Two M.S. sheets of No
3 mm thick of 900mm x 750mm size fixed at top & bottom duly
rivetted with MS angles of 25x25x5mm thick M.S. angle shall be
welded by two vertical M.S. angle of 5mm thick to 75mm x 75mm
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
45 Cautionary Warning Sign-Providing and fixing sign boards made 2.00 One 3906.18
out of 2mm aluminium sheet / 4mm ACP (Aluminum composite No
Panel); size 90 x 190 x 90 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 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
Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount
No. of Specification) Figures
46 Facility Informatory Sign :-Providing and fixing sign boards made 6.00 One 3990.64
out of 2mm aluminium sheet/4mm ACP (Aluminum composite No
Panel); size 80 x 60 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
reflectivesheeting 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 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
47 Hazard Marker Sign :-Providing and fixing sign boards made out 12.00 One 3518.69
of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite No
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
48 Providing temporary all weather and fair weather diversion 300.00 One 2042.26
suitable for traffic during the construction period of the bridge Rmt.
including providing necessary drains and all safety measures
including Earth Work, Quarry Spall, WBM, Pipe With
Maintanance red/lamps/signal at night for traffic etc. complete
49 Providing temporary diversion suitable for traffic during the 100.00 One 708.61
construction period of the bridge/ cd work by levelling existing Rmt.
ground and supplying and spreading quarry spall in layers etc.
Three Crore Sixty Five Lakh Sixty Eight Thousand Eight Hundred Eighty Nine Rupees And Seventy Two
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
Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount
No. of Specification) Figures
Put to tender Rs…………………… Put to tender Rs……………………
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 49689.75 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
Keshod-1 Junagadh
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
GR ALL.pdf
04_2026-27 Nivida.pdf
BOQ MMGSY-SCSP-STR-KSD-P.04.pdf
SBD MMGSY-SCSP-STR-KSD-P.04.pdf
Specification MMGSY-SCSP-STR-KSD-P.04.pdf
Download all tender documents and submit your bid