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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹54.5 L
EMD Value
₹54,465
Closing Date
10 Mar 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, R&B Panchayat Division, Nadiad
Construction of Thaledi Primary School to Shankarpura Road, Taluka: Vaso, District: Kheda Under MMGSY (N) Year 2025-26 PKG No. 27
273913
31 of 2025-26
Open
Civil Works - Roads
Works
Nadiad
7 documents required · 7 mandatory
₹2,400
Yes
Executive Engineer (R & B ) Panchayat Division Nadiad
₹54,465
Yes
9 Feb 2026
9 Feb 2026
9 Feb 2026
10 Mar 2026
9 Feb 2026
Name of work :- Construction of Thaledi Primary School to Shankarpura Road, Taluka: Vaso,
District: Kheda
BILL OF QUANTITIES
Quantities Estimated Rates
Item estimated but Total Amount According
Item estimated but Total Amount According
Item of work Unit
No. may be more to Estimated Quantities
or less In Figure In Words
[1] 0.84 Clearing and grubbing road land including uprooting rank 28393.04 Rupees Twenty Hec
vegetation grass bushes,shrubs,sapling and trees girth up to Eight Thousand
300 mm removal of stumps of trees cut earlier and disposal of Three Hundred
unserviceable materials (C) By mechanical means in area of Ninety Three and
light jungle Paise Four Only
[2] 2111.64 Earthwork for embankment including breaking clods, 126.68 Rupees One Cum
dressing with all lead and lift and including watering rolling Hundred Twenty Six
and consolidation of subgrade in layers at O.M.C. to required and Paise Sixty Eight
dry density including filling the depression which occur Only
during the process using power roller 8T to 10T.(A) From
Borrow area within Land width
[3] 30.00 Supplying and fixing reinforced concrete heavy duty non- 1176.49 Rupees One Rmt
pressure pipes with collars for culverts carrying heavy traffic Thousand One
as per IS 458-1991 specifications including setting the pipes in Hundred Seventy Six
C.M. 1:2 watering and laying (to level or slopes) of class NP3 and Paise Forty Nine
of following internal daimeters.(ii) 450mm dia. Only
[4] 567.00 Providing, laying, spreading and compacting stone aggregates 1646.54 Rupees One Cum
of specific sizes to water bound macadam (Grade-I) (B.T. Thousand Six
Metal of size 45 to 90 mm) specification including spreading Hundred Forty Six
in uniform thickness, hand packing , rolling with vibratory and Paise Fifty Four
roller 80-100 kN static wt. to proper grade and camber, Only
applying and brooming, stone screening/binding materials to
fill-up the interstices of coarse aggregate, watering and
compacting etc. complete as per Specifcation.
[5] 819.00 Providing, laying, spreading and compacting stone aggregates 1564.46 Rupees One Cum
of specific sizes to water bound macadam (Grade-II) (M.C. Thousand Five
Metal of size 40 to 63 mm) specification including spreading Hundred Sixty Four
in uniform thickness, hand packing , rolling with vibratory and Paise Forty Six
roller 80-100 kN static wt. to proper grade and camber, Only
applying and brooming, stone screening/binding materials to
fill-up the interstices of coarse aggregate, watering and
compacting etc. complete as per Specifcation. (45 to 63mm
size M.C. Metal)
[6] 168.00 Providing and laying Compacted Quarry Spall for side 887.79 Rupees Eight Cum
shoulder including carraige of material and spreading on Hundred Eighty
prepared base including compacting as per MOST Seven and Paise
Specification etc... Complete Seventy Nine Only
[7] 393.76 Providing & laying 37.50mm thick Bituminous grout base 2356.33 Rupees Two MT
course with VG-30 Bulk for tack coat @ 4.0 kg./ 10 Sqmt WBM Thousand Three
surface and using B.T. stone aggregate as per required Hundred Fifty Six
gradation with asphalt of VG-30 grade at the rate of 1.99% i.e. and Paise Thirty
19.90 Kg/ M.T. including heating & mixing in drum mix plant Three Only
transporting the mix spreading the same by paver finisher and
consolidation by vibratory roller as per MORT&H specification
including cost of all materials fuel, labours, tools and plant etc
using contractors own drum mix plant etc. comp.
[8] 275.63 Providing and laying 25 mm thick premix asphalt carpet using 2924.96 Rupees Two MT
0.66 cmt per 1 MT.mix with M.C. stone agg. & VG-30 Bulk for Thousand Nine
tack coat @ rate of 2.50 kg / 10 smt. & using asphalt VG-30 of Hundred Twenty
33.60 kg .ie. 3.36 % by Drum Mix Plant & spreading the same Four and Paise
by paver finisher with vibratory roller 80 to 100 KN. static wt. Ninety Six Only
incl. providing all equipments tools and plants, fire wood, oil,
kerosene, labour charges etc. complete with contractor's own
machineries, etc. complete
Quantities Estimated Rates
Item estimated but Total Amount According
Item estimated but Total Amount According
Item of work Unit
No. may be more to Estimated Quantities
or less In Figure In Words
[9] 143.18 Providing and laying sealcoat with B.T. agreegate as specified 3198.67 Rupees Three MT
using agreegate at the rate of 0.18 Cu.mt / 10 Sq.M. and Thousand One
bitumen grade VG-30 for mixing with agreegate at the rate of Hundred Ninety
4.50 % i.e 45 Kg/M.T. of total mix including heating and Eight and Paise Sixty
mixing in drum mix plant and spreading the same with paver Seven Only
finisher and consolidation with vibratory roller including
necessary firewood, oil, lubricants, labour charges using
contractor's own drum mix plant machineries and equipment,
tools etc. complete in accordance with the requirement of
[10] 5.00 Cautionary Warning Sign :-Providing and fixing sign boards 3218.09 Rupees Three NO
made out of 2mm aluminium sheet / 4mm ACP (Aluminum Thousand Two
composite Panel); size 90 x 90 x 90 cms. equilateral triangle as Hundred Eighteen
per design of IRC-67-2012. Pre treated with phospheting and Paise Nine Only
process & acid etching; coated with one coat of epoxy primer
and two coats of best quality epoxy paint ;reflectorised with
Micro Prismatic Grade retro refiective sheeting of Type-11 as
per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr
long stand post of 75 x 75 x 6mm 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
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 10 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) Engineering Grade (VR)g
[11] 2.00 Facility Informatory Sign :-Providing and fixing sign boards 3741.44 Rupees Three NO
made out of 2mm aluminium sheet / 4mm ACP (Aluminum Thousand Seven
composite Panel); size 80 x 60 cms rectangular as per design Hundred Forty One
of IRC-67-2012. Pre treated with phospheting process & acid and Paise Forty Four
etching; coated with one coat of epoxy primer and two coats of Only
best quality epoxy paint ;reflectorised with Micro Prismatic
Grade retro refiectivesheeting of Type-11 as per ASTM D-
4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post
of 75 x 75 x 6mm 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 foreach board shall be as per theinstruction
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 10 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-C Type-11 Retro Reflective sheeting
Quantities Estimated Rates
Item estimated but Total Amount According
Item estimated but Total Amount According
Item of work Unit
No. may be more to Estimated Quantities
or less In Figure In Words
[12] 2.00 Regulatory / Mandatory Sign :-Providing and fixing sign 3113.10 Rupees Three No
boards made out of 2mm aluminium sheet / 4mm ACP Thousand One
(Aluminum composite Panel); size 60 cms Dia Circle as per Hundred Thirteen
design of IRC-67-2012. Pre reated with phospheting process & and Paise Ten Only
acid etching; coated with one coat of epoxy primer and two
coats of best quality epoxy paint ;reflectorised with Micro
Prismatic Grade retro refiectivesheeting of Type-11 as per
ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long
stand post of 75 x 75 x 6mm 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 foreach board shall be as per theinstruction
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 10 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) Engineering Grade (VR)g
[13] 1.00 STOP Sign :-Providing and fixing sign boards made out of 4676.06 Rupees Four No
2mm aluminium sheet / 4mm ACP (Aluminum composite Thousand Six
Panel); size 90 cms Octagone as per design of IRC-67-2012. Hundred Seventy Six
Pre treated with phospheting process & acid etching; coated and Paise Six Only
with one coat of epoxy primer and two coats of best quality
epoxy paint ;reflectorised with Micro Prismatic Grade retro
refiectivesheeting of Type- 11 as per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x
6mm 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
foreach board shall be as per theinstruction 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 10 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) Engineering
[14] 56.00 Providing and fixing pre cast C.C. M-150 indicator stone with 343.27 Rupees Three No
necessary reinforcement as per I.R.C. type design in including Hundred Forty
painting, lettering etc. complete. (ii) Fixing in C.C. 1:5:10 Three and Paise
Twenty Seven Only
[15] 3.00 Providing and fixing ordinary kilometer stone of precast cc 704.33 Rupees Seven No
1:2:4 including necessary reinforcemnent as per IRC type Hundred Four and
desing and Fixing in cc 1:4:8 including painting and lettering Paise Thirty Three
etc.complete Only
Quantities Estimated Rates
Item estimated but Total Amount According
Item estimated but Total Amount According
Item of work Unit
No. may be more to Estimated Quantities
or less In Figure In Words
[16] 3.00 Chevron sign :-Providing and fixing sign boards made out of 3711.75 Rupees Three No
1.5mm aluminium sheet / 3mm ACP (Aluminum composite Thousand Seven
Panel); size 60x50 cm as per design of IRC-67-2012. Pre Hundred Eleven and
treated with phospheting process & acid etching; coated with Paise Seventy Five
one coat of epoxy primer and two coats of best quality epoxy Only
paint ;reflectorised with Micro Prismatic Grade retro
refiectivesheeting of Type- 11 as per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x
6mm as required and frame fabricated from suitable size iron
angle of 50 x 50 x5mm; 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 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 10 years for the Retro
reflective sheeting from originaa manufacturer & a certified
copy of 3 year outdoor exposure test report from third party
est lab for the product offered shall be submitted by
contractor. (A) Engineering Grade (VR)g
[17] 2.00 Hazard Marker Sign :-Providing and fixing sign boards made 2423.74 Rupees Two No
out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum Thousand Four
composite Panel); size 90x30 cms. rectangular as per design of Hundred Twenty
IRC-67-2012. Pre treated with phospheting process & acid Three and Paise
etching; coated with one coat of epoxy primer and two coats of Seventy Four Only
best quality epoxy paint ;reflectorised with Micro Prismatic
Grade retro refiectivesheeting of Type-11 as per ASTM D-4956
and latest M.O.S.T.Specifications; 1.8mtr long stand post of
x 75 x 6mm 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 foreach board shall be as per theinstruction 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 10 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) Engineering Grade (VR)g
[18] 12.00 Providing and fixing pre cast C.C. M-150 hectometer stone 356.50 Rupees Three No
with necessary reinforcements per I.R.C. type design including Hundred Fifty Six
painting, lettering etc. complete (ii) Fixing in C.C. 1:5:10 and Paise Fifty Only
Quantities Estimated Rates
Item estimated but Total Amount According
Item estimated but Total Amount According
Item of work Unit
No. may be more to Estimated Quantities
or less In Figure In Words
[19] 3.00 Route Marker sign :-Providing and fixing sign boards made 3189.46 Rupees Three No
out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum Thousand One
composite Panel); size 60x45 cm rectangular plus 30x25cm Hundred Eighty
additional plate as per design of IRC-67-2012. Pre treated with Nine and Paise Forty
phospheting process & acid etching; coated with one coat of Six Only
epoxy primer and two coats of best quality epoxy paint
;reflectorised with Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per ASTM D-4956 and
latestM.O.S.T.Specifications; 3.6 mtr long stand post of 75 x
x 6mm as required and frame fabricated from suitable size
iron angle of 35x 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 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 10 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) Engineering Grade (VR)g
[20] 2.00 Village Name Sign :-Providing and fixing sign boards made out 4842.24 Rupees Four No
of 2mm aluminium sheet/ 4mm ACP (Aluminum composite Thousand Eight
Panel); size 90x60 cms. rectangular as per design of IRC-67- Hundred Forty Two
2012. Pre treated with phospheting process & acid etching; and Paise Twenty
coated with one coat of epoxy primer and two coats of best Four Only
quality epoxy paint ;reflectorised with Micro Prismatic Grade
retro refiectivesheeting of Type-11 as per ASTM D-4956 and
latest M.O.S.T.Specifications; 3.3mtr long stand post of 75 x
x 6mm 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/letters / 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 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 10 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) Engineering Grade (VR)g
[21] 366.06 Road marking with hot applied thermoplastic paints with 367.72 Rupees Three Sqm
reflectorising glass beads on bitumin surface providing and Hundred Sixty Seven
laying a hot applied thermoplastic compound 2.5 mm thick and Paise Seventy
including reflectorising glass beads @ 250gms per sqm area, Two Only
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 130 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 2 years.
Quantities Estimated Rates
Item estimated but Total Amount According
Item estimated but Total Amount According
Item of work Unit
No. may be more to Estimated Quantities
or less In Figure In Words
[22] 164.00 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 326.23 Rupees Three No
Raised Pavement Markers made of polycarbonate and ABS Hundred Twenty Six
moulded body and reflective panels with micro prismatic lens and Paise Twenty
capable of providing total internal reflection of the light Three Only
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
mm and with minimum reflective area of 13 Sqcm on each
side and the slope to the base shall be 35 +/- 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.
[23] 2.00 Providing and fixing Junction board of M.S. plates and angles 5236.70 Rupees Five No
as per standard I.R.C. design including fixing in C.C. 1:4:8 with Thousand Two
necessary excavation painting figuring and lettering on board Hundred Thirty Six
etc. complete. and Paise Seventy
[24] 1.00 Citizen' s information Board- Providing and fixing of typical 12254.12 Rupees Twelve No
information board as per instruction. Two MS plates of 1.6 Thousand Two
mm thick, of 900 mm x 750mm size fixed at top & bottom Hundred Fifty Four
duly welded with MS angles of 25 x 25 x 5 mm thick M.S plate and Paise Twelve
shall be welded by two vertical M.S flats & four horizontal M.S Only
flates 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. Painting New
letters & figure of any shade with ready mixed synthetic
enample paint of superior quality in required shade and
colour, 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)
Quantities Estimated Rates
Item estimated but Total Amount According
Item estimated but Total Amount According
Item of work Unit
No. may be more to Estimated Quantities
or less In Figure In Words
[25] 1.00 "LOGO" Board : Providing and fixing of LOGO informatory 4642.33 Rupees Four No
sign board with Logo as per section 1700 of MORD Thousand Six
specifications and drawing. The board will be a composite unit Hundred Forty Two
consisting of Two Plates of ACM (Aluminum Composite and Paise Thirty
Material), material specifications as per clause 17001.3. The Three Only
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. 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 Logo sign Design and as directed by Engineer in-
charge. A warranty for 5 years for the Retro reflective
[26] 1.00 Project Information Board: Providing and fixing of typical 8710.19 Rupees Eight No
Project informatory sign board with Logo as per 1700 of Thousand Seven
MORD specifications and drawing. The board will be a Hundred Ten and
composite unit consisting of Three Plates ACM (Aluminum Paise Nineteen Only
Composite Material), material specificaitons as per clause
17001.3. The top most plate will be of 3mm ACM in diamond
shape of 600x600mm size, riveted with MS angle iron frame of
25mmx25mmx5mm size on back on edges. The middle 4mm
ACM plate of will be 1200x150mm size riveted with MS angle
iron frame of 25mmx25mmx5mm size on back on edges. The
main 4mm ACM lower most plate will be 1500mmx600mm
size, riveted with MS angle iron frame of 25mmx25mmx5mm
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
450x450x600mm 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
[27] 35.00 Excavation for foundation upto 1.5 m depth including sorting 241.79 Rupees Two Cum
out and stacking of useful materials and disposing off the Hundred Forty One
excavated stuff upto 50 Meter lead.(B) Dense or Hard soil and Paise Seventy
[28] 5.30 Providing and filling in foundation with ordinary cement 3245.56 Rupees Three Cum
concrete M- 100 mix and providing necessary vertical pin Thousand Two
headers including formwork, vibrating, ramming and curing Hundred Forty Five
complete. and Paise Fifty Six
Quantities Estimated Rates
Item estimated but Total Amount According
Item estimated but Total Amount According
Item of work Unit
No. may be more to Estimated Quantities
or less In Figure In Words
[29] 15.00 Supplying and fixing reinforced concrete heavy duty non pres- 3446.50 Rupees Three Rmt
sure pipes with collars for culverts incl. Setting and joining the Thousand Four
pipes in C.M. 1:2 watering & laying (two level or slope ) of Hundred Forty Six
900mm dia. NP3 pipe internal diametre of IS 458 / 1971 and Paise Fifty Only
[30] 42.00 Providing and filling in foundation with ordinary cement 3615.61 Rupees Three Cum
concrete M- 150 mix and providing necessary vertical pin Thousand Six
headers including formwork, vibrating, ramming and curing Hundred Fifteen and
complete. Paise Sixty One Only
[31] 105.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work 76.21 Rupees Seventy Six Kg
including bending, binding and placing in position complete and Paise Twenty
upto floor two level One Only
[32] 15.00 Provinding and filling sand below R.C.C. raft in layers 458.14 Rupees Four Cum
including ramming and watering complete. Hundred Fifty Eight
and Paise Fourteen
Rupees Fifty Four Lakhs Forty Six Thousand Three Hundred Three and Paise Eighty Seven Only
I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in figures and words) of the estimated rate mentioned
above. Amount of my /our tender works out as under.
Estimated Amount put to tender Estimated Amount put to tender
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.
5. Credit of materials of Diversion & CD Work amount of Rs. ______________must be recovered from Contractor's ............ R.A Bill.
Dated Signature Deputy Executive Engineer Executive Engineer
the Contractor. R & B (P) Sub Division R & B (P) Division
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Specification.pdf
Test Schedule.pdf
Document Mandatory Online Tender.pdf
Special Condition Tender.pdf
SBD.pdf
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