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Tender ID
Tender Value
₹41.1 L
EMD Value
₹42,000
Closing Date
23 Feb 2026, 6:00 pmClosed
Executive Engineer, R & B Panchayat Division Ahmedabad
Resurfacing of Hirapur Approach Road Under Kisanpath - 2025-26 Package No. - AMD/KP/03/2025-26, Ta. - Sanand Dist. - Ahmedabad
270088
22/2025-2026
Open
Civil Works - Buildings
Works
Ahmedabad
6 documents required · 6 mandatory
₹1,500
Yes
Executive Engineer, R & B Panchayat Division Ahmedabad
₹42,000
Yes
28 Jan 2026
28 Jan 2026
28 Jan 2026
23 Feb 2026
28 Jan 2026
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
1 Clearing and grubbing road land including 0.21 28393.00 Hect.
uprooting rank vegetation grass bushes,
shrubs, sapling and trees girth up to 300 mm
removal of stumps of trees cut earlier and
disposal of unserviceable materials (C) By
mechanical means in area of light jungle
2 Earthwork for embankment including breaking 608.00 126.68 Cum
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 which
occur during the process using power roller
8T to 10T. (E) From Borrow area with all lead
3 Providing, laying, spreading and compacting 410.00 2051.15 Cum
stone aggregates of specific sizes to water
bound macadam (Grade-II) (B.T. Metal of size
45 to 63 mm) specification including
spreading in uniform thickness, hand packing,
rolling with 3 wheeled steel/ vibratory roller in
stages to proper grade and camber, applying
and brooming requisite type of screening/
binding Materials to fill up the interstices of
coarse aggregate, watering and compacting
to the required density.
4 Providing and fixing ordinary Kilometer stone 1.00 704.33 No.
of precast C.C. 1:2:4 including necessary
reinforcement as per I.R.C. type design in
C.C. 1:4:8 including painting, lettering etc.
complete (For O.D. road V.R.)
5 Providing and fixing Hectometer as per I.R.C. 3.00 356.50 No.
type design including painting, lettering etc.
complete. (ii) Fixing in C.C. 1:5:10
6 Providing and fixing indicator stone of 43.00 343.27 No.
approved stone as per I.R.C. type design in
C.C. 1:4:8 including white washing etc.
complete. (ii) Fixing in C.C. 1:5:10
7 Providing and fixing guard stone as per I.R.C. 16.00 349.11 No.
type design including white washing etc.
complete. (ii) Fixing in C.C. 1:5:10
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
8 Cautionary Warning Sign :- Providing and fixing 2.00 3906.19 No.
sign boards madeout of 2mm aluminium sheet /
4mm ACP (Aluminum composite Panel); size
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 refiective sheeting of Type-
4 as per ASTM D-4956 and latest M.O.S.T.
Specifications; 3.6mtr long stand post of Iron
Angle75 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 Reflective sheeting
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
9 Regulatory / Mandatory Sign :-Providing and 2.00 3540.12 No.
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 retrorefiective sheeting of Type-4 as per
ASTM D-4956 and latest M.O.S.T.
Specifications; 3.6mtr long stand post of Iron
Angle 75 x75 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 Reflective sheeting.
10 Providing and fixing Junction board of M.S. 2.00 5236.70 No.
plates and angles asper standard I.R.C. design
including fixing in C.C. 1:4:8 with necessary
excavation painting figuring and lettering on
board etc. complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
11 Road marking with hot applied thermoplastic 182.00 367.72 Sqmt
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
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 two years.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
12 KISANPATH Project Information Board: Providing and fixing of 1.00 8713.27 No.
typical PMGSY Project informatory sign board with Logo as per
1700 of MORD specifications and drawing. The board will be a
composite unit consisting of Three Plates ACM (Aluminum
Composite Material), material specificaitons as per clause
17001.3. The top most plate will be of 3mm ACM in diamond
shape of 600x 600mm size, riveted with MS angle iron frame of
25mmx 25mmx 5mm size on back on edges. The middle 4mm
ACM plate of will be 1220x 150mm size riveted with MS angle
iron frame of 25mmx 25mmx 5mm size on back on edges. The
main 4mm ACM lower most plate will be 1500mmx 600mm
size, riveted with MS angle iron frame of 25mmx 25mmx 5mm
size. Riveting of all the sheets over angle and flat iron frame will
be done neatly to have plain surface on one side. The angle
iron frame of lower most plate and flat iron frame of the middle
plate will be welded to two nos. 75mm x75mm (12 SWG) sheet
tubes posts placed at 1125mm apart centre to centre. the top of
the middle plate will be flushed with the top of 75mm dia
medium steel tube posts and these posts will be embeded in
cement concrete M15 grade block of 450x 450x 600mm below
ground level. The height of the bottom of the lower plate will be
1200mm from normal ground level and the bottom of the
middle plate will be 100mm above the top level of the lower
most plate. the diamond shaped plate mounted over flat angle
iron frame will be connected to middle plate by square steel
section of 47mmx 47mm, thickness 12SWG having a spacing
of 100mm between the diamond shaped plate and middle plate
and this square section will be riveted to the bottom point of the
diamond shaped plate. KISANPATH logo, letters and numerals
on the ACM should be made up of Retro Reflective sheeting of
Type-1 AEGP Class-A grade as per the latest MORD section
1700 and IRC 67-2012 specifications. Al the section of the
frame and posts shall be painted with primer and two coats of
epoxy paint. The design, painting and lettering shall be done as
per the KISANPATH Signage Guide and as directed by
Engineer-In-charge. A warranty for 5 years for the Retro
reflective sheeting for Class-A respectively, from original
manufacturer shall be submitted by contractor.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
13 Cat Eye / Road Stud / RPM: Supplying of 78.00 326.23 No.
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 reflective area of 13 Sqcm on
each side and the slope to the base shall be
+/- 5 degree. The strength of detachment of the
integrated cylindrical shanks, (of diameter not
less than 19 +/- 2 mm and height not less than
30+/- 2 mm) from the body is to be a minimum
value of 500 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.
14 Providing and filling in foundation with 205.00 3245.56 Cum
ordinary cement concrete M- 100 mix and
providing necessary vertical pin headers
including formwork, vibrating, ramming and
curing complete.
15 Providing & casting in situ Controlled 394.00 5230.00 Cum
cement concrete M - 250 for Cement
Concrete Road laid as directed including
tamping, vibrating, finishing, curing, and filling
in joints with bitumen complete.
16 Compaction and finishing of cement concrete 2625.00 73.14 Sqmt
road by trimix process providing extra labour
charges for the trimix vacum dewatering
service process on cement concrete road
surface by using vacum dewatering pump
floater surface vibrator including making
rough finish to surface as per in including
levelling the complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
17 Providing and adding & laying surface 7875.00 15.15 Kg.
Hardener in Cement Concrete grade-M25 at
the rate of 3.0 Kg/Sqmt & spreading on
flooring as per directed and instructed by
Engineer in Charge etc. comp.
Total Rs.
Rupees FourtyOne Lakh Nine Thousand Seven Hundred EightyFour and Paisa FourtyNine Only
I / We / am/are willing to carry out the work at ________________________________% above / below
percent (should be written in figure and words) of the estimated rates mentioned above. Amount of
my/our tender Works out as under.
Estimated Amount Estimated Amount
put to tender Rs. _________ put to tender Rs. _________
Deduct_______% below Add_______% above
Net Rs._________ Net 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.
Signature of Contractor
Dy. Executive Engineer Executive Engineer
Panchayat R.&B. Sub Division Panchayat R.&B.Division
Sanand Ahmedabad
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details.html
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BOQ - AMD-KP-03-25-26.pdf
General Specification.pdf
GR - 1.pdf
GR - 2.pdf
SBD Book_2023_AMD-KP-03-25-26.pdf
Specification - AMD-KP-03-25-26.pdf
Work Details - AMD-KP-03-25-26.pdf
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