Loading…
Loading…
Tender ID
Tender Value
₹5.7 Cr
EMD Value
₹5.7 L
Closing Date
2 Feb 2026, 6:00 pmClosed
the Executive Engineer, R & B Division, Mehsana
Resurfacing & Strengthening of lodara ajol charadu langhnaj Ambaliyasan Road (M.D.R.), Km. 00/000 to 20/000, Ta:Mehsana, Dist : Mehsana(Providing FDR,CC road,Reconstruction of HP Drain and Road Furnishing Work)
269109
11 FOR 2025-2026 S.N. -5
Open
Civil Works - Roads
Works
Mehsana
6 documents required · 6 mandatory
₹12,000
Yes
Executive Engineer, R&B Division, Mehsana
₹5.7 L
Yes
23 Jan 2026
23 Jan 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
Name of Work : Resurfacing & Strengthening of lodara ajol charadu langhnaj Ambaliyasan Road (M.D.R.), Km. 00/000 to 20/000, Ta:Mehsana,
Dist : Mehsana(Providing FDR,CC road,Reconstruction of HP Drain and Road Furnishing Work)
QUANTITY STATEMENT
Quantities Estimated rate
It. according to
estimated Item of Work Unit
out or less In Figure In words
1 Dismantling of flexible pavements and disposal of dismantled materials up
to a lead of 1000 metres, stacking serviceable and unserviceable materials
Rupees Six Hundred
separately with all lead and lift (ii)By Mechanical Means (NH AMD SOR
1225.00 611.05 Eleven And Paise Cmt.
2 Box cutting the road surface to proper slope and camber for making a
base of road work including removing the excavated stuff and depositing
5498.00 109.05 Hundred Nine And Cmt.
on the road side slops as directed upto 50 mts. Lead.
Paise Five Only
3 Providing and filling sand in between the top and bottom plugs with good Rupees Four
sand in layers including compacting as directed.(SOR 27033) Hundred Forty
Eight And Paise
Fifty Four Only
4 Construction of Grannular sub base (G.S.B.) by providing coarse graded
material using MC BT Metal of size 53 to 26.5mm 35%, 26.5mm to Rupees One
4.75mm 45% and below 2.36mm sand 20% mix in uniform layer with Thousand Seven
2543.00 motor grader on prepared surface mixing by mix in place method with 1732.59 Hundred Thirty Cmt.
vibratory roller to achieve the desired density complete as per MORT&H Two And Paise Fifty
clause 401.12.50 (R.A.) Nine Only
5 Providing and laying Spreading and compacting 125 mm graded stone
aggregate to Wet mix macadam as per MORT&H specification incl.
premixing the material with water to O.M.C. in mechanical mix plant.
Carriage of mixed material by tipper to site, laying in uniform layers with
2008.00 1634.35 Hundred Thirty Cmt
mechanical means in sub base/ base course on well prepared surface and
compacting with vibratory roller to achieves the desired density.
Thirty Five Only
6 Providing and laying compacted WBM 150 mm thickness of B.T. M.C. metal
of size 40 to 63 mm size including using 20% grit stone screening & stone Rupees Two
dust as filler including spreading watering & consolidation by vibratory Thousand Sixteen
878.00 roller etc. complete. 2016.57 Cmt
And Paise Fifty
7 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- Rupees Two
BT aggregates 40 mmnominal size) and curing complete excluding cost of Thousand Nine
878.00 formwork in (A) Foundation and Plinth (SOR 05003A P64) 2968.91 Hundred Sixty Eight Cmt
And Paise Ninety
8 Proving laying Trimix cement concrete road in Ready mixed cement
concrete M-300 including applying surface vibrator, trovel finishing and
dewatering using vacum dewatering pump floater surface vibrator
including making groves and rough finish to surface as per in including
levelling making grooming for Construction joint & sealed with two
compont pre - packed capable of + or - 20% of joint movement sealing
1462.50 5102.52 Hundred Two And Cmt.
compound of elastic PU coal tar based having width 20 mm x depth 10 mm
Paise Fifty Two
of black colour & available in pourable viscous liquid with a density of 1.3kg
/ litre , curing etc. complete as directed.
9 Providing and fixing in position FE 500/500D TMT bar reinforement Rupees Seventy
including cutting, bending and tying complete as per detailed drawings. (A) Three Thousand
46.80 R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D) Wearing 73243.02 Two Hundred Forty MT
Coat.SOR 27123 P 289 Three And Paise
10 Providing and fixing pre-cast concrete kerb stone of gray cement based
concrete block 30cm length,30cm height and 15cm thick of M200 grade
concret as per approved design and including excavation for fixing in Rupees Four
1300.00 proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc 404.05 Hundred Four And Rmt.
complete. SOR 24023A Paise Five Only
Quantities Estimated rate
It. according to
estimated Item of Work Unit
out or less In Figure In words
11 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete
block 60mm thick with grade of concrete M300 pnumatic compressed /
vibrated mechanically and as per approved design Confirming to IS 15658 : Rupees Six Hundred
2006 including 35 mm Sand layer for levelling and filling the joint with sand Ninety Nine And
in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete. Paise Eighty Four
12 Providing and Fixing GUARD STONE as per I.R.C.type design including white
washing etc complete. Fixing in C.C 1:5:10( Item Code 26045 B)
412.00 350.80 Hundred Fifty And No.
Paise Eighty Only
13 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. 1:4:8 Thousand Two
16.00 including letter and paints etc. Complete.(Item Code : 26048,) 1293.39 Hundred Ninety No
Three And Paise
Thirty Nine Only
14 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including Rupees One
necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including Thousand Nine
4.00 painting,lettering etc. complete (For N.H., S.H. and M.D.R.)(Item Code : 1935.15 Hundred Thirty Five No
26050) And Paise Fifteen
15 Providing and fixing Pre Cast Hectometer as per I.R.C. type design including Rupees Three
painting, lettering etc. complete.(ii) Fixing in C.C. 1:5:10 (Item Code. 26044 Hundred Fifty Six
B) And Paise Fifty
16 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 patta
lane/center line/ edge line/cut patta. The white color marking should
provide liminance coefficinet on cemend road shalll be min
7270.00 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the 367.72 Sqm.
Seven And Paise
service life during the day time. The marking should meet the performance
Seventy Two Only
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.holes.(NEW SOR IT CODE No- 26161 )
17 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 (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
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 Rupees Three
35 +/- 5 degree. The strength of detachment of the integrated cylindrical Hundred Twenty
shanks, (of diameter not less than 19 +/- 2 mm and height not less than Six And Paise
30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will Twenty Three Only
be by drilling holes on the road for the shanks to go inside, without nails
and using epoxy resin based adhesive as per manufacturer’s
recommendation and The color of the marker should be as per the IRC 35-
2015 and as directed by Engineer-in-charge.(New SOR IT No-26162 A)
18 Tree Guard sign :-Providing & fixing sign board made out of 2mm
aluminium sheet / 3mm ACP (Aluminum composite Panel) ,size 30cms
diameter circle, pretreated with phospheting process and acid etching,
painted with one coat of epoxy primer and two coats of best quality epoxy
paint reflectorised with retro reflective sheeting as per latest
15.00 M.O.S.T.specifications. A warranty for 7 years for the Retro reflective 590.98 No
And Paise Ninety
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
Quantities Estimated rate
It. according to
estimated Item of Work Unit
out or less In Figure In words
19 Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5mm
aluminium sheet / 3mm ACP (Aluminum composite 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 Rupees Three
coatings in black and white bends. The details of symbol for each board Thousand Five
56.00 shall be as per the instruction of engineer in charge. The fixing at site shall 3518.69 Hundred Eighteen No
be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including And Paise Sixty
excavation, curing etc.complete under the supervision of engineer in Nine Only
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 SOR 26102B
20 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; 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
26.00 6397.43 Hundred Ninety No
charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.
Seven And Paise
for each leg including excavation, curing etc.complete under the
Forty Three Only
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 SOR26101B
21 Providing and laying Compacted 100 mm thick of Specified quarry Spall in
side shoulder including carraige of material and spreading on prepared
5640.00 base including compacting as per MOST Specification etc... complete. 821.13 cmt
22 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 suitable size iron angle of 35 x 35 x 3mm; painted with
bestquality epoxy coatings in black and white bends. The details of symbol Rupees Three
for each board shall be as per the instruction of engineer in charge. The Thousand Nine
fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg Hundred Six And
including excavation, curing etc.complete under the supervision of Paise Nineteen Only
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 SOR
Quantities Estimated rate
It. according to
estimated Item of Work Unit
out or less In Figure In words
23 Cheveron Sign Board-Providing and fixing sign boards made out of 1.5mm
aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60x45cm
rectangular . 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; 3.6 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 of 35x35x3mm; 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 Rupees Three
blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing Thousand Seven
15.00 etc.complete under the supervision of engineer in charge. A warranty for 7 3711.75 Hundred Eleven No
years for the Retro reflective sheeting from original manufacturer & a And Paise Seventy
certified copy of 3 year outdoor exposure test report from third party test Five Only
lab for the product offered shall be submitted by contractor. (B) Class-B
Type-4 Retro Reflective sheeting SOR
24 Place Identification Sign :-Providing and fixing sign boards made out of
2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size
150x90 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 -4956 and
latest M.O.S.T.Specifications; 4.0mtr (2 Nos.) 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 Rupees Twelve
board shall be as per the instruction of engineer in charge. The fixing at site Thousand Three
10.00 shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for eachleg including 12341.52 Hundred Forty One No
excavation, curing etc.complete under the supervision of engineer in And Paise Fifty Two
charge. A warranty for 7 years for the Retro reflective sheeting from Only
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 SOR 26100B
25 STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium
sheet / 4mm ACP (Aluminum composite Panel); size 90 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 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 Rupees Six
instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC Thousand Seven
10.00 blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing 6704.36 Hundred Four And No
etc.complete under the supervision of engineer in charge. A warranty for 7 Paise Thirty Six
years for the Retro reflective sheeting from original manufacturer & a Only
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. SOR 26095B
Quantities Estimated rate
It. according to
estimated Item of Work Unit
out or less In Figure In words
26 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of
2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size
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
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 Rupees Three
shall be as per the instruction of engineer in charge. The fixing at site shall Thousand Five
10.00 be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including 3540.12 Hundred Forty And No
excavation, curing etc.complete under the supervision of engineer in Paise Twelve Only
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. SOR 26094B
27 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 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; 4.0mtr (2 Nos.) 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 50x50x5mm; painted with bestquality Rupees Twenty
epoxy coatings in black and white bends. The details of symbol for each One Thousand Two
4.00 board shall be as per the instruction of engineer in charge. The fixing at site 21287.51 Hundred Eighty No
shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including Seven And Paise
excavation, curing etc.complete under the supervision of engineer in Fifty One Only
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 SOR 26098B
28 Earthwork for embankment including breaking clods, dressing with all lead
and lift and including watering rolling and consolidation of subgrade in
layers at O.M.C. to required dry density including filling the depression
3499.00 which occur during the process using power roller 8T to 10T.(B) From 163.51 Cmt.
Three And Paise
Borrow area within 0.5KM. lead(It. Code 26004BA)
29 Repairing of Existing "W" metal beam crash barrier comprising of 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 m
centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts Rupees Six Hundred
and fitments to be galvanised by hot dip process, all fittings to conform to Ninety Three And
IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a Paise Eighty Seven
spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per Only
clause 811 (RA)
30 Demolition including stacking of serviceable materilas and disposal of Rupees One
unserviceable materials with all lead and lift. (i) R.C.C. work(It No. 20.3) Thousand Eighty
Eighty Three Only
31 Excavation for foundation upto 1.5 m depth including sorting out and Rupees One
stacking of useful material and disposing off the excavated stuff upto 50 m Hundred Twenty
lead(A) Loose or soft soil (It. Code 04001A, Pg. No. 38 Two And Paise
Ninety Nine Only
32 Providing and filling in foundation with ordinary Cement concrete M-100 Rupees Three
mix and providing necessary vertical pin headers including formwork, Thousand One
68.00 vibrating, ramming and curing complete. (It Code 27012A,) 3149.40 Hundred Forty Nine Cmt
And Paise Forty
Quantities Estimated rate
It. according to
estimated Item of Work Unit
out or less In Figure In words
33 Providing and filling in foundation with ordinary cement concrete M
mix and providing necessary vertical pin headers including formwork, Rupees Three
vibrating, ramming and curing complete (It Code 27013) Thousand Five
895.00 3587.76 Hundred Eighty Cmt
Seven And Paise
Seventy Six Only
34 Providing and casting in situ controlled cement concrete M-250 for R.C.C.
return as per drawings including centering shuttering, scaffolding where
necessary, laying vibrating, curing and finishing complete.(A) Height from Rupees Five
0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return(Pg. No 295, It. code Thousand One
1056.00 27064AA)(for M 250 Add cement diff. 4949.33 + (20*5.234) = 3546.42) 5104.55 Hundred Four And Cmt
Paise Fifty Five
35 Providing and laying - Filter Media 600mm thick directed at the back of Rupees One
abutments, returns and wing walls as per detailed specifications. ( It. Code Thousand Two
1210.00 27004AA) 1238.93 Hundred Thirty Smt
Eight And Paise
Ninety Three Only
36 Supplying and fixing reinforced concrete heavy duty non-pressure pipes
with collars for culverts including setting and joining the pipes in cm. 1:2
watering and laying (To level of slops) of I.S. 498/1971 Class NP3 casted by
vertically vibrated technology of following internal diameters. (v) 900 mm
143.00 3469.26 Hundred Sixty Nine Rmt.
Dia (It No. 26089EA)
And Paise Twenty
37 Supplying and fixing reinforced concrete heavy duty non-pressure pipes
with collars for culverts including setting and joining the pipes in C.M. 1:2 Rupees One
watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by Thousand Nine
20.00 vertically vibrated technology of following internal diameter. (iv) 600 mm 1968.38 Hundred Sixty Eight Rmt.
dia. (It No. 26089CA, Pg. No. 247) And Paise Thirty
38 Supplying and fixing reinforced concrete heavy duty non-pressure pipes
with 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 NP3 casted by
30.00 vertically vibrated technology of following internal diameter. (ii) 450 mm 1190.05 Rmt
dia. (Pg 26089BA)
And Paise Five Only
39 Providing and laying in position FE 415 TMT bar reinforcement including Rupees Sixty Four
cutting, bending, hooking and tying complete as per detailed drawings for Thousand Six
101.91 the following.(A) Piers (B) Abutments (C) R.C.C. Returns (It. No. 27108, Pg. 64687.35 Hundred Eighty MT
No. 287) Seven And Paise
Thirty Five Only
40 Numbering the C.D.work with approved paint including all materials for
Rupees Fifty Eight
paintings etc. complete. (It. Code 26086 Pg.no.217)
15.00 58.80 And Paise Eighty Nos.
41 Providing & laying weep hole in Aburtments, and returns by using PVC
Kgf/Sqcm. Pipe of 110mm dia. including laying in proper grade and jointing Rupees One
1278.00 the completed as per detailed specification. (RA) 146.05 Hundred Forty Six Nos.
And Paise Five Only
42 Providing Yellow and Black Patta ( three coat) including one prime coat
including preparing the surface by throughly cleaning, oil,grease, dirt and
other foreign matter and scoured with brushes fine steel wood, scrapers
and sand paper with ready mixed priming paint brushing and Painting two Rupees One
coats (excluding priming coat) with enamel paint, brushing, interior to give Hundred Twenty
2176.00 an even shade including cleaning the surface an even shade including 129.04 Smt.
Nine And Paise Four
cleanicn the surface of all dirt, dust and other foreign matter as per Only
instruction of Engineer Inchare (It. code 19001+19002, Pg No.156) .
Quantities Estimated rate
It. according to
estimated Item of Work Unit
out or less In Figure In words
43 Providing Diversion of Road 5.50 mt width (having 4.35 mt Formation
width) for Structure by Providing & spreading Earth Work, 200 mm GSB & Rupees Nine
100 mm WBM removing after completion of work. The length of Road is Hundred Eighty
400.00 Depend on site condition etc as directed by Engineer in charge. 982.73 Rmt.
Seventy Three Only
In Word Rupees Five Crores Sixty Seven Lacs Fifty Thousand Two Hundred Sixteen And Paise Fifty Three Only
I / we am/are willing to carry out the work at % Above / below (Percent should be written in figure and words) of estimated rates mentioned above
Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............
Signature of Contractor
Deputy Executive Engineer Executive Engineer
( R & B ) Sub Div. ( R & B ) Division
Mehsana Mehsana
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
2.GR to be attached with DTP_SBD.pdf
Index Spe..pdf
item no - 10 concrete kerb.pdf
item no - 18 20 2 23 24 25 26 and 27 traffic signs.pdf
item no - 29 crash barriers.pdf
item no -43 diversion.pdf
ROAD WORKS SPECIFICATIONS.pdf
Schedule B.pdf
Test Schedule.pdf
SBD BOOK_0001.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .