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Tender Value
₹75.0 L
EMD Value
₹75,000
Closing Date
7 Jul 2026, 6:00 pmDue tomorrow
Executive Engineer, Panchayat R&B Division Mehsana
SUVIDHAPATH - 2025 - 2026 , CONSTRUCTION OF,MALEKPUR (VAD) HIGH SCHOOL TO JUNI PANCHAYAT UP TO ROAD. IN VADNAGAR TALUKA, DIST-MEHSANA.
319189
05 of 2026-2027 SN.12 Vadnagar
Open
Civil - All
Mehsana
6 documents required · 6 mandatory
₹2,400
Executive Engineer, Panchayat R&B Division, Mehsana
₹75,000
30 Jun 2026
30 Jun 2026
30 Jun 2026
7 Jul 2026
30 Jun 2026
Suvidhapath - 2025 - 2026 , Construction of,Malekpur (Vad) High School To Juni Panchayat Up To Road.
In Vadnagar Taluka, Dist-Mehsana.
QUANTITY STATEMENT
It. Description of Item (with brief specification and Estimated rate
Quantity Unit Rate In
No. reference to book of specifications) In words
1 Box cutting the road surface to proper slope and camber 748.00 Cum. 109.05 Rupees One
for making a base of road work including removing the Hundred Nine
excavated stuff and depositing on the road side slops as and Paise Five
directed upto 50 mts. Lead. Only
2 Conveyance of excavated earth/ unsuitable material 300.00 Cum. 237.15 Rupees Two
available from box cutting/ scarifying the existing road Hundred Thirty
surface etc. up to 5.0 km. lead including loading, unloading Seven and Paise
and spreading the material on road side as and where Fifteen Only
3 Earthwork for embankment with selected earth CBR not 567.00 Cum. 192.15 Rupees One
less than 6 including breaking clods, dressing with all lead Hundred Ninety
and lift (including watering and consolidation) (B) From Two and Paise
Borrow area with all lead and lift. Fifteen Only
4 Providing and laying compacted W.B.M. 150 mm thick of 561.00 Cum. 1622.06 Rupees One
machine crushed B.T. metal of size 45 mm to 63 mm with Thousand Six
using 20 % stone screenings as filler grit and stone dust Hundred Twenty
including spreading, watering & consolidation by vibratory Two and Paise
roller etc complete. Six Only
5 Demolition and disposal of unserviceable materials with all 404.00 Cum. 516.31 Rupees Five
lead and lift.(ii) Cement concrete. & CREDIT for Bricks bats Hundred Sixteen
including stacking of serviceable materials and disposal of and Paise Thirty
unserviceable materials with all read and lift. .ii. In cement One Only
6 Excavation for foundation upto 1.5 m depth including 381.00 Cmt 122.99 Rupees One
sorting out and stacking of useful material and disposing off Hundred Twenty
the excavated stuff upto 50 m lead(A) Loose or soft soil Two and Paise
Ninety Nine Only
7 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 38.00 Cmt 2748.82 Rupees Two
machine crushed stone aggregate 40mm nominalsize) and Thousand Seven
curing complate in Foundation & Plinth. Hundred Forty
Eight and Paise
8 Construction of dry lean cement concrete Sub- base over a 419.00 Cmt 2599.74 Rupees Two
prepared sub-grade with coarse and fine aggregate Thousand Five
conforming to IS: 383, the size of coarse aggregate not Hundred Ninety
exceeding 25 mm, aggregate cement ratio not to exceed Nine and Paise
15:1, aggregate gradation after blending to be as per table Seventy Four
600-1, cement content not to be less than 220 kg/ cum, Only
optimum moisture content to be determined during trial
length construction, concrete strength not to be less than
10 Mpa at 7 days, mixed in a batching plant, transported to
site, laid with a fixed form paver or conventional method,
compacting with 8-10 tonnes vibratory roller, finishing and
curing etc. cpmplete.
9 Providing & casting in situ ordinary cement concrete 1:2:4 19.00 Cmt 3725.46 Rupees Three
(1 cement : 2 Coarse sand : 4 machine crushed stone Thousand Seven
aggregate 20mm nominal size) and providing necessary pin Hundred Twenty
headers including shuttering, scaffolding, laying, vibrating, Five and Paise
curing and finishing complete without V-Groves.(A) Height Forty Six Only
from 0.0 M. to 5.0 M.
10 Supplying and fixing reinforced concrete heavy duty non- 340.00 Rmt 1436.63 Rupees One
pressure pipes with collars for culverts including setting and Thousand Four
joining the pipes in C.M. 1:2 watering and laying (To level of Hundred Thirty
slops of I.S. 458 / 2003 Class NP3 casted by vertically Six and Paise
vibrated technology of following internal diameter. (iv) 450 Sixty Three Only
11 Providing and laying in position FE 500D TMT bar 0.61 MT 73858.68 Rupees Seventy
reinforcement including cutting, bending, hooking and tying Three Thousand
complete as per detailed drawings for the following.(A) Eight Hundred
Piers (B) Abutments (C) R.C.C. Returns Fifty Eight and
12 Construction of un-reinforced, dowel jointed, plain cement 710.00 Cmt 5028.79 Rupees Five
concrete pavement over a prepared sub base with concrete Thousand
grade M300, coarse and fine aggregate conforming to IS Twenty Eight
383, maximum size of coarse aggregate not exceeding 25 and Paise
mm, mixed in a batching and mixing plant as per approved Seventy Nine
mix design, transported to site, laid with a fixed form or slip Only
form paver, spread, compacted and finished in a
continuous operation including provision of contraction,
expansion, construction and longitudinal joints, joint filler,
separation membrane, sealant primer, joint sealant,
debonding strip, dowel bar, tie rod, admixtures as
approved, curing compound, finishing to lines and grades
as per drawing .
13 Providing and fixing Pre-cast Rubber Dye inter locking 461.00 Sqm. 699.84 Rupees Six
concrete block 60 mm thick with grade of concrete M 300 Hundred Ninety
pnumatic compressed by mechanically pressed and as per Nine and Paise
approved design CONFIRMING IS 15658 : 2006 including 75 Eighty Four Only
mm Sand layer for levelling and filling the joint with sand in
proper line and level as per guidelines of IRC: SP 63 -
14 Providing and fixing Pre-cast concrete kerb stone of gray 260.00 Rmt 374.92 Rupees Three
cement based concrete block 30cm length,30cm height and Hundred
15cm thick of M250 grade concret as per approved design Seventy Four
and including excavation for fixing in proper line and and Paise Ninety
level,filling the joint with C:M 1:3 (1cement:3fine sand) etc Two Only
15 SUVIDHAPATH "LOGO" Board : Providing and fixing of 1.00 No 5096.46 Rupees Five
SUVIDHAPATH LOGO informatory sign board with Logo as Thousand Ninety
per section 1700 of MORD specifications and drawing. The Six and Paise
board will be a composite unit consisting of Two Plates of Forty Six Only
ACM (Aluminum Composite Material), material
specifications as per clause 17001.3. The top most plate will
be of 3mm ACP in diamond shape of 600x600mm size,
riveted with MS angle iron frame of 25mmx25mmx5mm
size on back on edges. The Lower plate will be of 4mm ACP
of 1100x300mm size riveted with MS angle iron frame of
25mmx25mmx5mm size on back on edges. 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 Both the plates will be welded to a 75mm
x75mmx6mm Mild steel post at Centre and this post will be
embeded in cement concrete M15 grade block of
450x450x600mm below ground level. The height of the
bottom of the lower plate will be 1200mm from normal
ground level. The spacing between the diamond shaped
plate and Lower Plate is kept 150mm. SUVIDHAPATH 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
SUVIDHAPATH Logo sign Design and as directed by
Engineer in-charge. A warranty for 5 years for the Retro
reflective sheeting for Type-1 Class-A from original
manufacturer shall be submitted by contractor.
16 Cautionary Warning Sign / Give Way Sign :-Providing and 2.00 No 3906.19 Rupees Three
fixing sing boards made out of 4mm ACP (Aluminium Thousand Nine
Composite Panel); size 90 x 90 x 90 cms. equilateral triangle Hundred Six and
as per design of IRC-67-2012. Pre treated with phospheting Paise Nineteen
process & acid etching; coated with one coat of epoxy Only
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 MORD Specifications; 3.1mtr long stand post of Iron
Angle 75 x 75 x 6 mm 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 shall be
submitted by contractor. (A) Class-B High Intensity Grade
Retro Reflective Sheeting
17 Providing and Fixing Village Name sing board having both 2.00 No 6397.43 Rupees Six
side covered with 4mm ACP Sheet size 90x60 cms Thousand Three
rectangular with message as per the design, pretreated Hundred Ninety
with phospheting process & acid etching with one coat of Seven and Paise
epoxy primer and two coats of best quality epoxy paint, Forty Three Only
reflectorised with High Intensity Micro Prismatic Grade
Type-IV retro reflective sheeting as per the IRC 67 and
latest MOST Specifications; 3.1mtr long stand post of Iron
angle 75 x 75 x 6 mm and frame fabricated from suitable
Square Hollow Section of 40x40x2.6mm, as required,
painted with best quality epoxy coating in black and white
bends. The details of the letters/symbols for board shall be
screen printed on both the side of the board with approved
color as per design and as directed by manufacturer of the
retro reflective sheeting and instruction of engineer in
charge. The fixing at site shall be in 1:2:4 CC block of size
x 45 x 60 Cms. for each leg including excavation, curing
etc.complete under the supervision of engineer in charge.
(A) Class-B High Intensity Grade Retro Reflective Sheeting
18 Road Marking with Hot Applied Thermoplastic Paints with 132.00 Sqm. 367.72 Rupees Three
reflectorising glass beads on bitumin surface. Providing and Hundred Sixty
laying a hot applied thermoplastic compound 2.5 mm. thick Seven and Paise
including reflectorising glass beads @ 250 gms per sqm. Seventy Two
area, Thickness of 2.5 mm is exclusive of surface applied Only
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 color marking should provide liminanance coefficient
on cement road shall 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 of reflectorising for 3 (three)
19 Providing and fixing in position PVC SWR pipes IS 13592 for 740.00 Rmt 265.34 Rupees Two
Drain - 110 mm dia. Hundred Sixty
Thirty Four Only
20 Supplying & fixing R.C.C. Benches of RCC 1:2:4 Finished with 2.00 No 5050.00 Rupees Five
Chaina Mosaic tiles chips and etc. complete. Thousand Fifty
Rupees Seventy Four Lakhs Ninety Six Thousand Three Hundred Sixty Six and Paise Seventeen Only
I/We am/are willing to carry out the work at…% above/below percent(Should be wri en in figures and words) of the es mated
rate mentioned above. Amount of my /our tender works out as under.
Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............
Signature of Contractor
Deputy Executive Engineer Executive Engineer
Panchayat R & B Sub Division Panchayat R & B Division
Kheralu Mehsana
Notes 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.
Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills.
Note 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
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details.html
RAW_HTML
4.2 THERMO PLAST SPECIFICATION.pdf
4.3 CAT EYE SPECIFICATION.PDF
6.0 SBD SECURITIES AND OTHER FORM.pdf
3.2.GR to be attached with DTP_SBD.pdf
9.0.GR to be attached with DTP_SBD_with Index.pdf
9.5 MMGSY GR.pdf
9.5 SUVIDHAPATH COMMON GR.pdf
9.5 SUVIDHAPATH COMMON.pdf
9.5 SUVIDHAPATH Special Condition Affidavit.pdf
9.1 SPECIAL CONDITION - FMG (1).pdf
1.0 FP.pdf
3.1 SPECIFICATION.pdf
5.0 SCHEDULE B.pdf
SBD Book.pdf
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