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Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
21 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
the Executive Engineer, R & B Division, Mehsana
Construction of Mumnavas Vajapur to District Border Road 0+000 to 4+250 km, Dist : Mehsana. (Resurfacing, Strenghthening, CC Road, Protection Work and Road Furnishing Work) ( Second Attempt)
301142
15 FOR 2025-2026 S.N. -4
Open
Civil Works - Roads
Mehsana
6 documents required · 6 mandatory
₹3,600
Executive Engineer, R&B Division, Mehsana
₹2.0 L
4 May 2026
4 May 2026
4 May 2026
21 May 2026
4 May 2026
Name of Work : Name Of Work :- Construction of Mumnavas Vajapur to District Border Road 0+000 to
4+250 km, Dist : Mehsana. (Resurfacing, Strenghthening, CC Road, Protection Work and Road Furnishing
It. No. Description of item Quantity Unit Total Amount
It. No. Description of item Quantity Unit Total Amount
In Figures In words
1 Earthwork for embankment including breaking clods, dressing with all
lead and lift and including watering rolling and consolidation of Rupees One
subgrade in layers at O.M.C. to required dry density including filling the Hundred Seventy
depression which occur during the process using power roller 8T to Seven and Paise
10T.(E) From Borrow area within 3.0KM. lead (26004EA) Ninety One Only
2 Scarifying existing bituminous surface to a depth of 50 mm by
mechanical means Hydraulic excavator (Scarifying the existing
bituminous road surface to a depth of 50 mm and disposal of scarified 12596.25 Smt. 6.16
Paise Sixteen Only
material with in all lifts and lead upto 1000 metres.) [nh sor(3.15 i)
3 Dismantling of Cement Concrete Pavement (Dismantling of cement
concrete pavement by mechanical means using Hydraulic Excavator and Rupees Four
stock piling at designated locations and disposal of dismantled materials 1146.75 CMT 460.13 Hundred Sixty and
up to a lead of 1000 metres, stacking serviceable and unserviceable Paise Thirteen Only
materials separately)
4 Construction of Grannular sub base of in by providing GSB Gr - I
coarse graded material using B.T Metal 26.5mm to 53 mm @ 35 %
,26.5mm to 4.75mm 45% & Below 2.36mm 20 % in uniform layer with Rupees Seven
motor grader on prepared surface mxing by mix in place method with Hundred Eighty Nine
vibratory roller to achive the desired density complete as per close 401. and Paise Forty Two
5 Providing and compacted Quarry spall for hard side shoulder on road
site including collection of material spreading, rolling of watering etc. 920.00 CMT 408.14 Hundred Eight and
complete as directed.(RA-3) Paise Fourteen Only
6 Supplying and fixing reinforced concrete heavy duty non-pressure pipes
with collars for culverts carrying heavy traffic as per IS 458-1991
specifications including setting the pipes in C.M. 1:2 watering and 74.50 Rmt. 1190.05
Hundred Ninety and
laying (to level or slopes) of class NP3 of following internal Paise Five Only
daimeters.(ii) 450mm dia. (26089BA)
7 Providing and laying cement concrete1:3:6 (1-Cement : 3- coarse sand : Rupees Two
6- hand broken stone aggregates 40 mmnominal size) and curing Thousand Nine
complete excluding cost of formwork in. (05003A) 419.75 CMT 2968.91 Hundred Sixty Eight
and Paise Ninety
8 Providing and casting in site Controlled cement concrete M-300 for
average 250 mm thick as directed including compacting with surface Rupees Five
mechanical screed vibrating, mechanical floater, chennaling form work
1049.38 CMT 5538.35 Hundred Thirty
and grooving including filling asphalt filer joint Excluding dowel bar, tie Eight and Paise
bar expansion, construction and contruction joint as per insruction Thirty Five Only
engineer in charge.
9 Providing TMT Bar FE 500 D reinforcement for R.C.C.work including Rupees Seventy
bending,binding and placing in position complete upto floor two level. 20987.50 kg 77.29 Seven and Paise
(05014C) Twenty Nine Only
10 Clearing & Grubbing road land including uprooting rank vegation grass Rupees Twenty
bushes shrabs saplings and trees girth up to 300 mm removal of stumps Eight Thousand
of trees cut earlier and disposal of unserviceable materials.( C ) By 2.30 Hect. 28455.09 Four Hundred Fifty
Mechanical Means Light Jungle (26117C) Five and Paise Nine
11 Providing and laying 50 mm thick compacted bitumenous macadam
(BM) using crushed stone aggregate as per MORT & H gradation a &
VG-30 grade bitumen [with VG-30 as tack coat 2.5 kg/10smt ] at the
rate of 3.40% by weight of total mix (i.e. 34kg/mt by wt. of total mix)
for binding including heating and mixing the asphalt and aggregates by
1525.00 MT. 2565.40 Hundred Sixty Five
continuous drum mix plant and transporting the mix and spreading the and Paise Forty
same by paver finisher and consolidation with vibratory road roller Only
including using all necessary equipments, tools, plants, including cost of
all materials, firewood, oil, lubricants, labour charges etc. complete.
12 Providing and laying 25 mm thick compacted S.D.B.C with B.T. stone
chips as per MORT & H gradation and asphalt VG - 30 for mixing at
the rate of 5.00 % by weight of total mix i.e (50.00 kg/MT by weight of
total mix) including heating the asphalt and aggregates by continuous
drum mix plant & spreading the same by paver finisher including rolling
725.00 MT. 3158.78 Hundred Fifty Eight
& consolidation with 10-12 tones vibratory and power roller & and Paise Seventy
providing all materials, equipments, tools & plants, fire wood, oil, Eight Only
kerosene, labour charges etc. and using contractor's own machineries
drum mix plant and paver finisher etc. complete.
13 Excavation for foundation in hard murrum and boulders and very stiff or
sticky, clays and other similar strata including shoring and strutting and Rupees Six Hundred
dewatering as necessary and disposing of the excavated stuff as directed 166.31 Cmt. 611.35 Eleven and Paise
. Thirty Five Only
14 Providing and filling in foundation with ordinary Cement concrete M- Rupees Three
100 mix and providing necessary vertical pin headers including Thousand One
formwork, vibrating, ramming and curing complete. 4.28 Cmt. 3149.40 Hundred Forty Nine
(It No.27012A) and Paise Forty
15 Providing and filling in foundation with cement concrete M-150 mix Rupees Three
and providing necessary vertical pin headers including Thousand Five
formwork,vibrating,ramming and curing complete. 116.95 Cmt. 3587.76 Hundred Eighty
(It No.27013A) Seven and Paise
Seventy Six Only
16 Supplying and fixing reinforced concrete heavy duty non pressure
pipes with collars for culverts including setting and jointing the Rupees Three
pipes in cm 1:2 watering and laying (To level of slope ) of I.S class
15.00 Rmt. 3469.26 Hundred Sixty Nine
NP-3 casted by vertically vibrated technology of following internal and Paise Twenty
diameters. in mm : 900 mm dia. Six Only
17 Numbering the C.D.work with approved paint including all materials Rupees Fifty Eight
for paintings etc. complete. 4.00 No. 58.80 and Paise Eighty
(It No.26086) Only
18 Providing and placing in position for T.M.T.(FE 500D) bar
reinforcement (I.S.I. Mark) for following items including cutting, Three Thousand
bending, hooking and lying complete as per detailed drawing. 0.34 MT. 73858.69 Eight Hundred Fifty
(It No.27109) Eight and Paise
Sixty Nine Only
19 Providing and laying weep hole in abutment and returning by using
Rupees Eighty Six
A.C. pipes of 100mm diameter including laying in proper grade and
90.00 No. 86.73 and Paise Seventy
jointing etc. complete as per detailed specifications. Three Only
20 Providing Yellow and Black Patta ( three coat) including distempeing
(Three coats) with oil bound distemper of approved brand and
manufacture and of required shade on wall surfaces to give an even
shade, over and including a priming coat with distemper primer of Rupees Ninety One
approved brand and manufacture after thoroughly brushing the surface 45.81 Smt 91.42 and Paise Forty Two
free from mortar dropping and other foreign matter and also including Only
preparing the surface even and sand papered smooth as per instruction
of Engineer Incharge.
21 Demolation of Brick work and stone masonry including stacking of Rupees Three
serviceable materials and disposal of unserviceable materials with all Hundred Seventy
lead and lift. (i) In Lime Mortar.(It No.20003A) Three and Paise
Forty Four Only
22 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 Rupees One
including necessary reinforcement as per I.R.C. type design in C.C. Thousand Two
1:4:8 including letter and paints etc. complete (For N.H., S.H. and 5.00 No. 1293.39 Hundred Ninety
M.D.R.) (26048). Three and Paise
Thirty Nine Only
23 Providing and fixing Hectometer as per I.R.C. type design including
painting, lettering etc. complete.(ii) Fixing in C.C. 1:5:10 (26044b) 18.00 No. 356.50 Hundred Fifty Six
and Paise Fifty Only
24 Road marking with hot applied thermoplastic paints with reflectorising
glass 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 beds as per IRC:35-2015. The finished surface to
be level, uniform and free from streaks and holes. zebra patta /bump Rupees Three
patta lane/center line/ edge line/cut patta. The white color marking Hundred Sixty
should provide liminance coefficinet on cemend road shalll be min 130 Seven and Paise
mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the Seventy Two Only
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. (26161)
25 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised
Pavement Markers made of polycarbonate and ABS moulded body and
reflective panels with micro prismatic 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 Rupees Three
reflective area of 13 Sqcm on each side and the slope to the base shall Hundred Twenty Six
be 35 +/- 5 degree. The strength of detachment of the integrated and Paise Twenty
cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not Three Only
less than 30+/- 2 mm) from the body is to be a minimum value of
Kgf. Fixing will be by drilling holes on the road for the shanks to go
inside, without nails and using epoxy resin based adhesive as per
manufacturers recommendation and The color of the marker should be
as per the IRC 35-2015 and as directed by Engineer-in-charge.
26 Cautionary Warning Sign :-Providing and fixing sign boards made out
of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel);
size 90 x 90 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 16.00 No. 3906.19
Hundred Six and
suitable size iron angle of 35 x 35 x 3mm; painted with best quality Paise Nineteen Only
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
27 Village name Sign :-Providing and fixing sign boards made out of 2mm
aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60
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; 3.3mtr 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;
2.00 No. 6397.43 Hundred Ninety
painted with best quality epoxy coatings in black and white bends. the Seven and Paise
details of symbol or inscription / numerals for each board shall be as per Forty Three Only
the instruction of engineer in charge. The fixing at site shall be in 1:2:4
CC block of 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 sheeting 26101b.
28 Regulatory / Mandatory Sign :-Providing and fixing sign boards made
out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel);
size 60 cms. Dia Circle 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 Rupees Three
and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; Thousand Five
painted with best quality epoxy coatings in black and white bends. The Hundred Forty and
details of symbol for each board shall be as per the instruction of Paise Twelve Only
engineer in charge. The fixing at site shall be in 1:2:4 CC block of 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. (B)
Class-B Type-4 Retro Reflective sheeting. 26094b.
29 Direction (Junction) Sign :-Providing and fixing sign boards made out of
2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size
244x122 cms. rectangular as per design of IRC-67-2012. Pre treatedwith
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; 4.0mtr (2 Nos.) long Rupees Twenty One
stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as Thousand Two
required and frame fabricated from suitable size iron angle of 8.00 No. 21287.51 Hundred Eighty
50x50x5mm; painted with best quality epoxy coatings in black and Seven and Paise
white bends. The details of symbol for each board shall be as per the Fifty One Only
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)
30 STOP Sign :-Providing and fixing sign boards made out of 2mm
aluminium sheet / 4mm ACP (Aluminum composite Panel); size
cms. Octagonal 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 Rupees Six
post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required Thousand Seven
and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; 1.00 No. 6704.36 Hundred Four and
painted with bestquality epoxy coatings in black and white bends. The Paise Thirty Six
details of symbol for each board shall be as per the instruction of Only
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)
31 District Limit sign Board- Providing and fixing of District Limit sign
board as per instruction. Two ACP 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 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
75mm, below ground level. The letters & figure of any shade
2.00 No. 10718.12 Hundred Eighteen
reflectorised with High Intensity Prismatic Grade Retro Reflective and Paise Twelve
Sheeting of Type-4 as per ASTM D- 4956 and latest MORD Only
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.
32 Excavation for foundation in sand, gravel, clay soft soils and murrum
etc. including shoring, strutting dewatering as necessary and disposing Rupees Five
of the excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 175.94 Cmt 511.46 Hundred Eleven and
100m for 10 Cum Paise Forty Six Only
(R&B SOR It. No. 27007A)
33 Demolation and disposal of unserviceable materials with all lead and Rupees Six Hundred
lift.(i) Lime Concrete.(R&B SOR It. No. 20001B) Twenty Two and
Paise Thirty Seven
34 Providing and Casting in situ controlled Cement Concrete M-200 for
R.C.C. Raft and cutt-off walls including necessary shuttering laying, Thousand Three
vibrating, ramming and curing complete. 15.93 Cmt 4390.78 Hundred Ninety and
(R&B SOR It. No. 27014A) Paise Seventy Eight
35 Filling available excavated earth (excluding rock) in trenches. plinth, Rupees One
sides of foundations etc. in layers not exceeding 20 cm. in depth Hundred Thirty Six
consolidating each disposited layer by ramming and watering. and Paise Ninety
(R&B SOR It. No. 04006) Two Only
36 Providing and casting in situ controlled cement concerte M- 250 For
Pier, abutment and return as per drawing including , centering,
shuttering scaffolding where necessary laying vibrating curing and 114.64 Cmt 5104.55
Hundred Four and
finishing complete. Paise Fifty Five Only
37 Providing and casting in-situ controlled cement concrete M-400 for Rupees Five
average 100mm thick wearing coat laid as directed including tamping, Thousand Four
vibrating finshing curing and filling in joints with bitumen complete. 5.60 Cmt 5494.94 Hundred Ninety
(RA 2) Four and Paise
Ninety Four Only
38 Providing and casting in-situ ordinary cement concrete M 150 for
approach slab including formwork, curing and finishing complete. Thousand Six
Hundred Forty Five
and One Paisa Only
39 Providing and casting in-situ controlled cement concrete m 250 for Rupees Five
approach slab including formwork curing and finishing complete. Thousand One
(RA 3) 8.40 Cmt 5194.50 Hundred Ninety
Four and Paise Fifty
40 Providing and placing in for T.M.T. Fe-500D bar rienfocement (I.S.I. Rupees Seventy
Mark) including cutting, bending, hooking and tying complete as per Three Thousand
detailed drawing.(for solid slab, Dirt wall) 5.38 MT 73243.02 Two Hundred Forty
(It no 27113) Three and Paise
41 Providing and casting in situ controlled cement concrete M-400 for Rupees Five
crash barrier including formwork curing and finishing, complete. Thousand Eighty
(RA 4) Four and Paise
42 Providing G.I. 100mm diameter water spout including necessary Rupees Five
iron gratings as per drawing. Hundred Thirty Six
(It no 27098A) and Paise Three
43 Providing Pre-moulded asphalt filler joints as per smt 20mm thick. Rupees Seven
(RA 5) Hundred Sixty and
Paise Eighty Six
44 Providing and laying filter media 600 mm thick as directed at the back
of abutments, returns walls as per detailed specifications. Thousand Two
(It no 27004AA) 46.00 Smt 1238.93 Hundred Thirty
Eight and Paise
Ninety Three Only
45 Providing and filling sand behing abutments and between returns in Rupees Four
layers as directed. Hundred Forty Eight
(It No 27005) and Paise Fifty Four
46 Providing and fixing 20 cm X15cmX2.50cm size year plate of marble Rupees Two
stone set in cement mortar 1:4 including finishing engraving letters etc. Hundred Seventy
complete. Nine and Paise Sixty
(It no 26085) Nine Only
47 Supplying & laying of bi-axial extruded high modulus polypropylene
geogrid conforming to MORT&H specification for base/sub-base
reinforcement having minimum tensile strength 30kN/m in the
longitudinal and transverse direction, with 10.5kN/m and 21kN/m
Hundred Forty Six
tensile strength at 2% and 5% strain respectively in the longitudinal and 28.00 Smt 246.44
and Paise Forty
transverse direction, junction efficiency not less than 95% and with Four Only
38mm X 38mm mesh opening.
(NH SOR It no 7.5 iii)
48 Dismentaling the existing structure including removing snd stacking the
dismentelled material as and there directed. 1.98 Cmt 886.05 Hundred Eighty Six
(It no 27001A) and Paise Five Only
Total Bid Price (in Figure)
Rupees Two Crores Two Lakhs Sixty Nine Thousand Seven Hundred Thirty and
Paise Thirty Five Only
I/We am/are willing to carry out the work at ___________% above/below the (percentage should bewritten in figure and words only) Estimated rates as
mentioned above,amount of my/our tender works out as under.
Estimated Amount Estimated Amount
Put to Tender: RS. Put to Tender: RS.
Net : RS. Total : RS.
In Words RS. In Words RS.
(Please Strike out whichever is not applicable)
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
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
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
4 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.
Dy. Executive Engineer Executive Engineer
R&B Sub Division R & B Division
Signature of contractor Visnagar Mehsana
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2.GR to be attached with DTP_SBD.pdf
Index Spe.pdf
ROAD WORKS SPECIFICATIONS.pdf
Schedule B.pdf
Specification_mumanvas.pdf
Test Sche..pdf
SBD BOOK_0001.pdf
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