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Tender Value
₹94.5 L
EMD Value
₹95,000
Closing Date
20 Jun 2026, 6:00 pm
Executive Engineer, Panchayat (R&B) Division, Godhra
Construction of Boriya Gamtal to Boriya Primary School Joining Road (VRNP) Km.0/000 to 0/650 Ta.:- Shahera Dist.:- Panchmahal
308024
04 of 2026-27
Open
Civil - All
Panchmahal
7 documents required · 7 mandatory
₹2,400
Executive Engineer, Panchayat (R&B) Division, Godhra
₹95,000
26 May 2026
26 May 2026
26 May 2026
20 Jun 2026
26 May 2026
Name Of Work :- Construction of Boriya Gamtal to Boriya Primary School Joining Road (VRNP) Km.0/000 to 0/650 Ta.:-
Shahera Dist.:- Panchmahal
1 Construction of Boriya Gamtal to Boriya Primary School Joining Road (VRNP) Km.0/000 to 0/650
Bill of Quantities
Item of work Quantities Rate in Amount
Estimated Unit Figures in
1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 0.39 Hectar 28393.04
bush shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such e
trees cut earlier and disposal of unserviceable material and stacking of serviceable
material (area of light density) by mechanical means in area of light jungle
2 Providing, laying and Spreading Granular sub-base (Grade-I) by providing close 519.00 Cum 1102.92
graded MCBT. material in single layer with motor graderon prepared surface,
mixing by mix in place method with rotovator at OMC and compacted
withvibratory roller 80 to 110 KN static weight to achieve desire density etc
3 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 194.00 Cum 1529.14
22.4 mm in required layers including using 24% stone screening 11.2 mm size
and 8% stone dust as filler including spreading watering & consolidation by
vibratory roller etc. as per MoRTH Specification compelete as directed by
Engineer - in - Charge.
4 Providing and laying 100 mm Compacted of Specified quarry Spall in side 97.00 Cum 488.84
shoulder including carraige of material and spreading on prepared base including
compacting as per MOST Specification etc... complete.
5 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 413.00 Cum 127.75
putting the stuff in spoil bank maintaining minimum distance of five meter
between top edge and cutting and toe of spoil bank.
6 Earthwork for embankment including breaking clods, dressing with all lead and 915.00 Cum 158.62
lift and including watering rolling and consolidation of subgrade in layers at
O.M.C. to required dry density including filling the depression which occur
during the process using power roller 8T to 10T.(E) From Borrow area within all
7 Rolling & watering of earthwork in layers with power roller including filling in 290.00 Cum 22.49
depressions which occur during the process.
8 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix 498.00 Cum 4934.86
C.C Road laid as directed including temping, vibrating, finishing, curing and
filling in joints with bitumen etc as per Engineer Incharge.
9 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 1.00 Nos. 704.34
necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including
painting,lettering etc. complete (For O.D.R road V.R.)
10 Providing and fixing hectometer as per I.R.C. type design including painting, 3.00 Nos. 356.50
lettering etc. complete. (I)Fixing in C.C. 1:5:10
11 Providing and fixing guard stone as per I.R.C., type design including white 30.00 Nos. 349.11
washing etc. complete. (I)Fixing in 1:5:
01.Sch B Boriya Gamtal to Boriya Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
12 Citizen' s information Board- Providing and fixing of typical information board 1.00 Nos. 22562.39
as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size
fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S
plate shall be welded by two vertical M.S flats & four horizontal M.S flates 5 mm
thick to 75 mm x 75 mm of 12 SWG square tubes posts duly embedded in cement
concrete M-15 grade blocks of 600mm x 600mm x 750 mm, below ground level.
Painting New letters & figure of any shade with ready mixed synthetic enample
paint of superior quality in required shade and colour, All sections of framed
posts and steel tube will be painted with primer and two coats of epoxy paints as
per detailed drawing
13 Supply & fixing logo board of diamond size (600 X 600mm) 16 gauge & board 1.00 Nos. 4096.56
plate size (900x 250mm) 16 gauge thick M. S plate and 2.40 meter deep length
single angle 75x 75x 6 mm size including fitting and painting lettering with
luminous colour as per drawing etc
14 Providing and fixing Junction board of M.S. plates and angles as per standard 1.00 Nos. 5236.70
I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation painting
figuring and lettering on board etc. complete as per detailed drawing
15 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1-cement : 1.5 –coarse 8.00 Nos. 52479.60
sand : 3-graded stone aggregate 20mm nominal size) foundation concrete (P.C.C)
1:2:4 mix (1-cement : 2-coarse sand : 4 graded stone aggregate 20mm nominal
size) Brick Work Using Brunt clay building bricks having crushing strength not
less than 35kg/ Sq.cm with Cement mortar 1:6 in side plastering 15mm thick with
Cement Mortar 1:3 (1-Cement : 3-coarse sand) finished Smooth (i) Inside size
1270mm x 1270mm and Depth 2.00mt. or as per site condition and drawing
including Precast cover without frame size 750 x 750mm (heavy Duty M-10) CI
Steps 150mm c/c alternate as per detailed Drawing.
16 Road marking with hot applied thermoplastic paints with reflectorising glass 140.00 Sq.mt 367.73
beads on bitumin surface providing and laying a hot applied thermoplastic
compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm
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 patta lane/center line/ edge line/cut patta. The white
colour marking should provide liminance coefficinet on cement road shalll be min
130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the
service life during the day time. The marking should meet the performance
criteria for night time reflectivity, wet reflectivity and skid resistance as
mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity
should be two years.
17 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium 1.00 Nos. 4676.06
sheet; size 90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated
with phospheting process & acid teching; 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 tec. complete under the supervision of
engineer in charge.(A) Engineer Grade(VR)...
01.Sch B Boriya Gamtal to Boriya Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
18 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 2.00 Nos. 3439.81
aluminium sheet; size 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)...
19 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 6.00 Nos. 3711.75
sheet / 3mm ACP (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 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.
(A) Class-B Type-4 Retro Reflective sheeting
20 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 1.00 Nos. 5045.37
2mm aluminium sheet; size 90 x 60cms. 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 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)...
21 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 2.00 Nos. 2423.74
aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing
attached (IRC) pretreated 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; 3.1m long
stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm &
50 x 50 x 5mm painted with best quality epoxy coatings The fixing at site shall
be in 1:2:4 CC block of size 45x45x 60cms. for each leg. including
excavation curing etc. complete under the supervision of engineer in charge.(A)
Engineer Grade(VR)...
01.Sch B Boriya Gamtal to Boriya Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
22 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 6.00 Nos. 3722.36
aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per 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 refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand
postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x
x 6mm as required; painted with bestquality epoxy coatings in black andwhite
bends. The details of symbol foreach board shall be as per theinstruction 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) Engineer Grade(VR)
23 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 90.00 Nos. 217.41
polycarbonate 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 accordance
to ASTM D 4280 Type H and complying to Specifications of Category A of
MORTH Circular No RW/NH/33023/10-97 - DO III Dt 11.06. 1997. The height,
width and length shall not exceed 20 mm, 130 mm and 130 mm and with
minimum reflective area of 13 Sqcm 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.
24 Type - A :- Providing and erecting a "W" metal beam crash barrier comprising of 130.00 Rmt 3354.21
3 mm thick corrugated sheet metal beam rail, 70 cm above road / ground level,
fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 mt. centre
to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments
to be galvanised 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 150 x 75 x 5 mm, 330 mm long complete as per clause
25 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 594.00 Cum 241.80
useful materials and disposing of the excavated stuff upto 50 meter lead.(B)
Dense or Hard soil.
26 Providing and filling in foundation with ordinary Cement concrete M-100 mix 232.00 Cum 3212.00
and providing necessary vertical pin headers including formwork, vibrating,
ramming and curing complete.
27 Providing and casting in situ ordinary cement concrete M-150 mix and 539.00 Cum 3785.48
providing necessary pin headers including shuttering, scaffolding, laying,
vibrating, curing and finishing complete without V-Groves. (A) Height from
28 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 15.00 Meter 1028.03
collars for culverts including setting and joining the pipes in C.M. 1:2 watering
and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal
diameter.(i) 300mm dia.
29 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 160.00 Meter 2681.24
collars for culverts including setting and joining the pipes in C.M. 1:2 watering
and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal
diameter.(iii) 600mm dia.
30 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 23.00 Meter 4685.19
collars for culverts including setting and joining the pipes in C.M. 1:2 watering
and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal
diameter. (iv) 900 mm dia.
01.Sch B Boriya Gamtal to Boriya Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
31 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 15015.00 Kgs. 76.22
binding and placing in position complete upto floor two level
32 Filling around the pipes with murrum including dressing, tampering etc. 44.00 Cum 147.95
33 White washing with lime on wall surface (two coats) to give an even shade 62.00 Sq.mt 12.09
including thoroughly booming the surface to remove all dirt, dust; mortar drops
and other foreign matter.weep hole in Aburtments, and returns by using A.C. pipe
and laying 100.00 No. 45.82
of 100mm including laying in proper grede and jointing the completed as per
detailed specification.
35 Providing and laying filter Media 600mm thick directed at the back of abutments, 160.00 Sq.mt 1180.34
returns and wing walls as per detailed specifications.
Credit For Diversion
Rupees Ninety Four Lakh(s) Fifty Three Thousand One Hundred Seventy Three And Paise Twenty Four
I / We am / are willing to carryout the work at ………..% above/Below percent (………………………. Percent above/Below)
(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as
Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...
Deduct……% below Rs: …………………………. Add……% above Rs: ………………………….…
(Please strike out which ever is not applicable.)
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.
Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.
Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found
Sr.Divisional Account Officer Dy.Executive Engineer
Panchayat (R & B) Division Panchyat (R & B) Sub Division
Signaturre of contractor Executive Engineer
with seal Panchayat (R & B) Division
01.Sch B Boriya Gamtal to Boriya Page
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01 GRs - SBD with Index_compressed 123 Pages.pdf
GR 02 .Spe. Conditions for 5 years.pdf
GR 04 New added 25-26.pdf
2.SBD_Boriya Gamtal to Boriya.pdf
BOQ Sch B Boriya Gamtal to Boriya.pdf
Boriya Gamtal to Boriya.pdf
NIT Boriya Gamtal to Boriya.pdf
Specifications Boriya Gamtal to Boriya.pdf
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