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Tender Value
₹89.1 L
EMD Value
₹90,000
Closing Date
10 Jun 2026, 6:00 pm4d left
Executive Engineer, Panchayat R&B Division, Navsari
Mukhyamantri Halpati Sarvangi Utkarsh Yojna : 2025 - 2026 Construction of Various Roads in Chikhli Taluka District Navsari Package No.5 [Total 2 Roads & Km.2.68] Taluka : Chikhli. District : Navsari.
310470
25 of 2025-26
Open
Civil Works - Roads
Navsari
7 documents required · 7 mandatory
₹2,400
Executive Engineer, Panchayat (R and B) Division, Navsari
₹90,000
3 Jun 2026
3 Jun 2026
3 Jun 2026
10 Jun 2026
3 Jun 2026
Memorandum showing items of work to be carried out
Quantities Estimated Rates Total
estimated Amount
but may Item of work Unit according to
be more In words estimated
or less Rs. Ps. quantities
1 0.80 Hect. Clearing and Grubbing Road land including 35063.83 Rupees Thirty Hect.
uprooting rank vegetation, grass brushes, Five Thousand
shrubs, saplings and trees girth up to and Paise
300mm removal of stumps of trees cut Eighty Three
earlier and disposal of unserviceable Only
materials By mechanical means in area of
All type of Jungle.
2 1303.00 Cu.mt. Earth work in cutting in all sorts of soil and 106.81 Rupees One Cu.mt.
soft murrum including conveying and Hundred Six
putting the stuff in spoil bank maintaining Eighty One Only
minimum distance of five meter between
top edge of cutting and top of spoil bank
Earth to be deposited in side shoulders.
[For Road side Gutter]
3 37.50 Rmt. Supplying fixing & joining reinforced 1968.38 Rupees One Rmt.
concret Heavy Duty Non Pressure Pipe Thousand Nine
carrying indian railway standard with Eight and Paise
collars for culverts carring heavy traffic as Thirty Eight
per Indian railway standard specification Only
including setting and joining the pipe in
cement mortar 1:2 watering or laying (to
level and slope) of I.S.class NP-3 600mm
4 757.00 Cu.mt. Earthwork for Embankment for including 173.67 Rupees One Cu.mt.
breaking clods, dressing with all lead and Seventy Three
lift including watering rolling & and Paise Sixty
consolidation of subgrade in layers at Seven Only
O.M.C. to required dry density including
filling the depression which occurs during
the process using power roller 8T to 10T.
From Borrow area with all lead and lift.
5 1500.00 Sq.mt. Scarifying Gavelled macadam or Bitumen 41.74 Rupees Forty Sq.mt.
macadam surface 6 cm to 10 cm depth Seventy Four
including stacking useful materials on road Only
side and disposing of remaing stuff.
6 302.00 Cu.mt. Supplying, Stacking, Spreading & Rolling of 684.58 Rupees Six Cu.mt.
Hard Murrum on road side for hard side Hundred
shoulder of work as per specification and Paise Fifty
including filling the mesure boxes of Eight Only
standard size etc. complete.
7 398.00 Cu.mt. Construction of Granular Sub-Base by 676.13 Rupees Six Cu.mt.
providing course graded B.T. machine
crushed material satisfying MOST and Paise
specification of Grading II using materials Thirteen Only
(26.5 mm to 4.75 mm @ 75 per cent,
mm & Below @ 25 per cent) including
spreading in uniform layer with motor
grader on prepared surface, mixing by mix
in place method with rotavator at OMC and
compacting with vibratory roller to achieve
the desired density etc. complete.
8 1476.40 Cu.mt. Construction of Granular Sub Base by 678.53 Rupees Six Cu.mt.
providing coarse graded machine crushed Hundred
B. T. material satisfying MOST Specification and Paise Fifty
of Grading - I using 53 mm to 26.5 mm @ Three Only
35% (M.C. Metal), 26.5 mm to 4.75 mm @
45% (M.C. Metal), 2.36 mm below @ 20%
(Stone Dust) including spreading in
uniform layer with motor grader on
prepared surface, mixing by mix in place
method with rotavator at OMC and
compacting with vibratory roller to achieve
the desired density with C.B.R. > 30% etc.
9 1868.00 Cu.mt. Providing, laying, spreading and 764.37 Rupees Seven Cu.mt.
compacting graded stone aggregate to Wet
Mix Macadam specification including Thirty Seven
premixing the Material with water at OMC Only
in mechanical mix plant carriage of mixed
Material by tipper to site, laying in uniform
layers with paver in sub- base / base course
on well prepared surface and compacting
with vibratory roller to achieve the desired
10 8940.00 Sq.mt. Providing and applying evenly Priming Coat 62.82 Rupees Sixty Sq.mt.
with Emulsion Asphalt at the rate of 7.50 Two and Paise
Kg. / 10 Sq.mt. on road surface using Only
Emulsion SS-1 (Hincol Made) pressure
sprayer etc. complete including the cost of
11 671.00 M.Ton. Providing, laying Bituminous Base Course 2029.28 Rupees Two M.Ton.
37.5 mm thick compacted in One layers Twenty Nine
with tack coat of Emulsion RS-1 at the rate and Paise
of 2.5 Kg / 10 Sq.mt. and using B.T. stone Twenty Eight
aggregates of required gradation and
asphalt (VG-30) grade for mixing @ 1.99 %
by weight of total mix including heating the
aggregate and asphalt by drum mix plant
and spreading the same by paver finisher
and consolidation with vibratory roller
including providing all materials,
equipment, tools and plants, oil, kerosene,
fire wood, labour charges etc. complete.
12 470.10 M.Ton. Providing & laying 25 mm thick Open 2676.59 Rupees Two M.Ton.
Graded (compacted) Bituminous Carpet
considering 0.66 Cu.mt. / 10 Sq.mt. stone Seventy Six
chips for one M.Ton as per specification, and Paise Fifty
using the asphalt at rate 33.60 Kg. / M.Ton
(i.e. 3.36% by weight of Total Mix) for
mixing and Emulsion RS-1 / Asphalt VG-30
for tack coat at rate 2.5 Kg. / 10 Sq.mt.
including heating and mixing the asphalt
VG-30 grade and stone aggregates by
continuous batching of hot / drum mix
plant and transporting and spreading the
same by paver finisher and consolidation
with vibratory roller with necessary
equipments oil, kerosene, fire wood, labour
charges etc. complete with contractor's
own machineries and equipment tools etc.
complete in accordance with the
requirement of specification.
13 242.10 M.Ton. Providing and laying Seal Coat with B.T. 2940.46 Rupees Two M.Ton.
aggregate as specified using aggregate at Thousand Nine
the rate of 0.18 Cum. / 10 Sqm. and and Paise Forty
bitumen VG - 30 grade for mixing with Six Only
aggregate at the rate of 4.5% i.e. 45.00 Kg. /
M.T. of total mix including heating and
mixing in hot / drum mix plant and
transporting and spreading the same by
paver finisher and consolidation with
vibratory roller including necessary
firewood, oil, lubricants, labour charges
using contractor's own hot / drum mix
plant, machineries and equipment, tools
etc. complete in accordance with the
requirement of specification.
14 8940.00 Sq.mt. Providing and laying Asphalt Painting on 30.28 Rupees Thirty Sq.mt.
B.T. Surface with bitumen V.G. 30 at rate of and Paise
5 Kg. / 10 Sq.mt. including spreading stone Only
dust on painting surface at the rate of
15 5.00 No. Providing and fixing ordinary Kilometer 704.33 Rupees Seven No.
Stone of precast C.C. 1:2:4 including Hundred Four
necessary reinforcement as per I.R.C. type Thirty Three
design in C.C. 1:4:8 including lettering and Only
painting etc. complete.
16 11.00 No. Providing and fixing Hectometer Stone as 356.50 Rupees Three No.
per I.R.C. type design including lettering Hundred Fifty
and painting etc. complete. (I) Fixing in C.C. Fifty Only
17 2.00 No. Informatory sings: Providing and erecting 3856.90 Rupees Three No.
informatory retro-reflectorised board as
per IRC-67 made of engineering grade Fifty Six and
sheeting as per specification fixed over Paise Ninety
aluminium sheeting two mm thick as logo Only
board with vertical support of M.S. angle
and 35 mm x 35 mm x 5 mm and lateral
clearance of 100 mm between logo and
iformatory board and two mm thick M.S.
plate as information board with area
exceeding 0.9 sqm fixed on frame of an
angle 35 x 35 x 5 mm and supported on a
mild steel angle iron post 75 mm x 75 mm x
6 mm : 2 Nos firmly fixed to the ground by
means of properly designed foundation
with M15 grade cement concrete 45 cm x
45 cm x 60 cm below ground level as per
drawing including painting and installation
at site. [B] Engineering Grade.
18 39.20 Cu.mt. Excavation for foundation upto 1.5m depth 254.36 Rupees Two Cu.mt.
including sorting out and stacking of useful Four and Paise
material and disposing off the excavted Thirty Six Only
stuff as directed by Engineer in charge with
all lead and lift in (B) Dense or Hard Soil.
19 4.20 Cu.mt. Providing and filling in foundation with 3304.02 Rupees Three Cu.mt.
ordinary cement concrete M-100 mix and Three Hundred
providing necessary vertical pin headers Four and Paise
including formwork, vibrating, ramming
and curing completed.
20 41.10 Cu.mt. Providing & Filling in Foundation with 3674.07 Rupees Three Cu.mt.
ordinary cement concrete M 150 mix and Thousand Six
providing necessary vertical pin headers Seventy Four
including formwork vibrating ramming & and Paise
curing complete. Seven Only
21 7.50 Rmt. Supplying and fixing reinforced concrete 3469.26 Rupees Three Rmt.
Heavy Duty Non-Pressure Pipes with Thousand Four
collars for culverts carrying heavy traffic as Nine and Paise
per IS 458-1991 specifications including Twenty Six
setting the pipes in C.M. 1:2 watering and Only
laying (to level or slopes) of class NP3 of
following internal diameters. (v) 900mm
22 10.00 Cu.mt. Providing and fixing Guard Stone as per 350.80 Rupees Three Cu.mt.
I.R.C. type design including white washing and Paise
etc. complete (I) Fixing in CC 1:5:10.
23 37.42 Sq.mt. White Washing with lime on wall surface 12.73 Rupees Twelve Sq.mt.
(two coats) to give an even shade including and Paise
thoroughly booming the surface to remove Only
all dirt, dust, mortar drops and other
foreign matter.
24 20.16 Cu.mt. Dismantling the existing structure 932.65 Rupees Nine Cu.mt.
including removing and stacking the
dismantled materials as and where Paise Sixty Five
directed. (A) RCC Work. Only
25 130.00 Cu.mt. Excavation for foundation in sand, gravel, 513.62 Rupees Five Cu.mt.
clay, soft, soils and murrum etc. including Thirteen and
sorting strutting and dewatering as Paise Sixty
necessary and disposing off the excavated
stuff as directed. (A) Depth up to 3.0 Mtr.
26 16.00 Cu.mt. Providing and filling Sand Below R.C.C. Raft 552.22 Rupees Five Cu.mt.
in layers including ramming and watering Two and Paise
27 22.00 Cu.mt. Providing and Casting in situ Controlled 4633.50 Rupees Four Cu.mt.
Cement Concrete M-250 for R.C.C. Raft and Thousand Six
cutt-off walls including necessary Thirty Three
shuttering laying, vibrating, ramming and and Paise Fifty
curing complete. Only
28 65.00 Cu.mt. Providing and casting in situ Controlled 5238.48 Rupees Five Cu.mt.
Cement Concrete M-250 for R.C.C. Returns Hundred
as per drawings including centering, Thirty Eight
shuttering, scaffolding where necessary and Paise Forty
laying, vibrating, ramming and curing
complete. (A) Height from 0.0 to 5.0 m, (1)
Piers (2) Abutment (3) RCC Returns
29 9.00 Cu.mt. Providing and casting in situ Controlled 5373.90 Rupees Five Cu.mt.
Cement Concrete M-250 for R.C.C. Solid
Slab including centering, scaffolding, curing Ninety Only
and finishing completed.
30 14.00 Cu.mt. Providing and casting in situ Ordinary 4357.84 Rupees Four Cu.mt.
Cement Concrete M-250 mix and providing Three Hundred
necessary vertical pin headers including Fifty Seven and
shuttering, scafolding, laying, vibrating,
curing and finishing complete without V-
groves. (A) Height from 0.0 M to 5.0 M.
31 2.00 Cu.mt. Providing and casting in situ Controlled 5314.06 Rupees Five Cu.mt.
Cement Concrete M-250 for average 75mm Thousand
thick Wearing Coat laid as directed Fourteen and
including tamping, vibrating, finishing, Paise Six Only
curing and filling in joints with bitumen
32 4.67 M.Ton. Providing and Placing in position Fe 500 / 73550.86 Rupees M.Ton.
500D bar reinforcement for following R.C.C. Thousand Five
work items including cutting, bending, Hundred Fifty
hooking and tying complete as per detailed and Paise
Eighty Six Only
drawing. (1) Curb, staining, cap and RCC
Raft, (2) Piers, Abutments, (3) Solid slab,
Deck Slab, (4) RCC Kerb, RCC Footpath, RCC
Approach Slab, Wearing coat.
33 80.00 No. Providing and laying Weep Hole in 87.07 Rupees Eighty No.
abutment and return wall by using P.V.C. Seven and
pipes of 100 mm diameter including laying Only
in proper grade and jointing etc. complete
as per detailed specification.
34 4.00 No. Providing G.I. 100 mm diameter Water 536.03 Rupees Five No.
Spouts including necessary iron grating as Thirty Six and
per drawings. Only
35 80.00 Sq.mt. Providing and Laying Filter Media 600mm 1279.96 Rupees One Sq.mt.
thick directed at the back of abutment, Hundred
returns and wing wall as per detailed and Paise
Ninety Six Only
specifications.
36 15.55 Sq.mt. Wall Painting (two coats) with plastic 81.05 Rupees Eighty Sq.mt.
emulsion paint of approved brand and One and Paise
manufacture on undecorated wall surface
to give an even shade including throughly
brushing the surface free from cement
dropping and other foreign mtter and sand
papered smooth.
37 1.00 No. Village name / Bump Ahead Sign: Providing 5045.36 Rupees Five No.
& Fixing sign boards made out of 2 mm
aluminium sheet size 90 x 60 cms. Paise Thirty Six
Rectangle as per the desing of IRC - 67 - Only
1977 per trected with phospheting process
& acid etching coated with one of epoxy
primer and two coats of best quality
eproxy: reflectorised with tetro reflective
sheeting as per latest M.O.S.T. Specification:
Letters and numerals sdhould be as per IRC
- 30 - 1968, 3 1 m long ( 2 Nos. ) Stand post
and frame fabricated from suitable size iron
angle of 50 x 50 x 5 mm painted with best
quality epoxy coating in black and white
bends. The details of symbol or incription /
numerals for each boards shall be as per
instruction of engineer inchage. The fixing
at site shall be in 1.2.4 CC block of size 45 x
45 x 60 cms for each leg. including
excavartion curing etc. completed under
the supervision of engineer in chage. (A)
Engineer Grade.
38 1.00 No. Direction Sign (Junction Board): Providing 14831.71 Rupees No.
and fixing sing boards made out of 2mm
aluminium sheet; size 244 x 122cms. Eight Hundred
rectangle as as per the design of IRC-67- Thirty One and
1977 pre treated with phospheting process Paise Seventy
& 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.(B)Eingineering grade.
39 3.00 No. Cautionary Warning Sign for Bump / Curve 3808.66 Rupees Three No.
: Providing and fixing sing boards made out
of 2mm aluminum sheet; size 90 x 90 x 90 Eight and Paise
cms. equilateral triangle as per design of Sixty Six Only
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 ; refectories with retro
reflective 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, 75 x 75 x 6mm 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 60 Cms. for each leg.
Including excavation, curing etc. complete
under the supervision of engineer in
charge. (A) Enginee Grade.
40 1.50 Sq.mt. Road marking with Hot Applied Thermoplastic 367.72 Rupees Three Sq.mt.
Paints with reflectorising glass beads on bitumin Hundred Sixty
surface providing and laying a hot applied Seven and
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
mcd/m2/lux and Asphalt road shall be min
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
41 30.00 No. Supplying and fixing Cat Eye made out from 375.72 Rupees Three No.
Acrilo beautile sterine injuction high Hundred
compressed molding with reflector made of and Paise
MMC (prismatic type of size 12cm x 6cm x Seventy Two
2.5cm) provided with bituminous adhesive Only
100g. with each unit for fixing. (High
Intensity grade)
42 2.00 No. Chevron Sign : Providing and fixing board 3711.75 Rupees Three No.
made out of 1.5 mm aluminium sheet /
mm ACP (Aluminium Composite Panel) : Eleven and
size 60x50 rectangular as per design of IRC- Paise Seventy
67-2012. Pre treated with phospheting Five Only
process and acid etching, coated with one
coat of epoxy primer and two coats of best
quality epoxy painthing reflective sheeting
of Type-4 as per ASTM D-4956 and latest
M.O.S.T. Specification, 3.3 mtr long stand
post of iron Angle 75 x 75 x 6 mm / 65 NB
Circular MS Pipe as required and frame
fabricated from suitable size iron angle of
35 x 35 x 3 mm, Painted with best quality
epoxy coating 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 size 45 x
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. (A) Class -
B Type -4 Retro Reflective Sheeting.
43 2.00 No. Regulatory/ Mandatory Sign: SPEED LIMIT 3439.81 Rupees Three No.
Providing and fixing sing boards made out
of 2mm aluminium sheet; size 60cms. Thirty Nine
diameter circle as per the design of IRC-67- and Paise
Eighty One Only
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.
44 2.00 No. Hazard Marker Sign : Providing and fixing 3518.69 Rupees Three No.
sign boards made out of 2.0 mm aluminium Thousand Five
sheet / 4 mm ACP (Aluminium composite
Panel); size 90x30 cms. rectangular as per Paise Sixty
design of IRC-67-2012. Pre treated with Nine Only
phospheting process & acid etching; coated
with one coat of epoxy primer and two coats
of best quality epoxy paint ; refectories with
High Intensity Prismatic Grade retro
refiective sheeting 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 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 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
45 1.00 No. STOP SIGN : Providing and fixing sing 4676.06 Rupees Four No.
boards made out of 2mm aluminium sheet;
size 90 x 90cms. rectangle as per the design Seventy Six
of IRC-67-1977 pre treated with and Paise Six
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.
Rupees Eighty Nine Lakhs Six Thousand Nine Hundred Fifty and Paise Forty Only
Deputy Executive Engineer, Executive Engineer,
Panchayat ( R & B ) Sub Division, Panchayat ( R & B ) Division,
Chikhli. Navsari.
I / we am / are willing to carry out the work at ___________________________ % Above / Below percent
(Should be writing in figures & words) of the Estimated Rates mentioned above. Amount of my / our Tender
works out as under :
* Estimated Amount * Estimated Amount
Put to Tender Rs. 8906950.4 Put to Tender Rs.
Deduct ______ % Below Rs. _________ Add________ % Above Rs. _________
Net Rs. _________ Total Rs. _________
Note 1. All works shall be carried out as per Public Works Department Handbook and other specifications of the
Division or as directed.
Note 2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck
by the contractor under his signature.
Note 3. Rates quoted include clearance of site (Prior commencement of work and at its close) in all respects and hold
good for work under all conditions, site moisture, weather etc.
Note 4. To be continued on additional sheets, If found necessary.
Signature of the Contractor Signature of the Executive Engineer
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9. Specification - MHSUY - Package No.5 - 2 Rd.pdf
11. Drawing - MHSUY - Package No.5 - 2 Rd.pdf
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