Loading…
Loading…
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹3.9 Cr
EMD Value
₹3.9 L
Closing Date
30 Oct 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
the Executive Engineer, R & B Division, Mehsana
Package No. Resurfacing/Mehsana /2026-27, (1) Fichdi Approach Road Km. 0/000 to 2/600 (Resurfacing And Other Misc. Work), Ta.Bechraji ,Dist :-Mehsana (2) Suraj Approach Road Km. 0/000 to 2/020 (Resurfacing And Other Misc. Work), Ta.Bechraji ,Dist :-Mehsana.
355653
6 For 2026-2027 Sn- 5
Open
Civil Works - Roads
Works
Mehsana
8 documents required · 8 mandatory
₹6,000
Executive Engineer, R&B Division, Mehsana
₹3.9 L
15 Oct 2026
15 Oct 2026
15 Oct 2026
30 Oct 2026
15 Oct 2026
Name Of Work :-
Package No. Resurfacing/Mehsana /2026-27, (1) Fichdi Approach Road Km. 0/000 to 2/600 (Resurfacing And Other Misc. Work),
Ta.Bechraji ,Dist :-Mehsana (2) Suraj Approach Road Km. 0/000 to 2/020 (Resurfacing And Other Misc. Work), Ta.Bechraji ,Dist :-Mehsana
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
1 1.748 Clearing and grubbing road land including uprooting rank 28455.09 Rupees Twenty Eight Thousand Hact
vegetation grass bushes,shrubs,sapling and trees girth up to 300 Four Hundred Fifty Five And
mm removal of stumps of trees cut earlier and disposal of Paise Nine Only
unserviceable materials (C) By mechanical means in area of light
2 2698.00 Earthwork for embankment including breaking clods, dressing 163.51 Rupees One Hundred Sixty Cmt
with all lead and lift and including watering rolling and Three And Paise Fifty One Only
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.(A) From Borrow area within
3 2006.00 Box cutting the road surface to proper slope and camber for 109.05 Rupees One Hundred Nine And Cmt
making a base of road work including removing the excavated Paise Five Only
stuff and depositing on the road side slope as directed upto
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
4 776.00 Construction of Granular Sub base by providing GSB Grade-V Close 1673.57 Rupees One Thousand Six Cmt
graded material using MC Metal 53mm to 26.5 mm @ 27.5% , Hundred Seventy Three And
Aggregate 26.5 mm to 9.5 mm @ 22.5 %, Aggregate 9.5 mm to Paise Fifty Seven Only
4.75 mm @ 12.5 %, 4.75 mm below @ 37.5 % including Spreading
in uniform layers with motor grader on prepared surface mixing by
mix in place method with rotavator at OMC and and compacting
with vibratory power roller to achieve the desired density,
complete as per clause 401.2 Table
5 591.00 Proviidng and laying W.B.M. of B.T.M.C. metal of size 45 mm to 63 2390.67 Rupees Two Thousand Three Cmt
mm size including 20% Gritt {Stone scrinning} & stone dust as filler Hundred Ninety And Paise Sixty
including spreading, watering & consolidaion by vibratory roller Seven Only
80KN to 100KN static weight.
6 394.00 Providing, laying, spreading and compacting graded stone 1868.50 Rupees One Thousand Eight Cmt
aggregate to wet mix macadam specification including premixing Hundred Sixty Eight And Paise
the Material with water at OMC in mechanical mix plant carriage Fifty Only
of mixed Material by tipper to site, laying in uniform layers with
Grader in sub- base / base course on well prepared surface and
compacting with vibratory roller to achieve the desired density.
7 2337.00 Providing and applying primer coat with bitumen emulsion SS-1 on 97.97 Rupees Ninety Seven And Paise Smt
prepared surface including clearing the road surface and spraying Ninety Seven Only
primer of the rate of 7.50 Kg. / 10 Sq.Mt.(F)
8 1599.00 Providing and applying primer coat with bitumen emulsion SS-1 on 99.99 Rupees Ninety Nine And Paise Smt
prepared surface including clearing the road surface and spraying Ninety Nine Only
primer of the rate of 7.50 Kg. / 10 Sq.Mt(S)
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
9 2088.00 Providing and laying 50 mm thick bituminous macadam with B.T. 3854.16 Rupees Three Thousand Eight MT
Aggregates as per M.O.R.T.& H gradation and asphalt grade VG- Hundred Fifty Four And Paise
30 for mixing @ 34.00 Kg. / M.T. i.e. 3.4% by total weight of the Sixteen Only
mix, including heating the aggregates and asphalt by continuous
batching of Batch mix plant and spreading the same by paver
finisher and consolidation with vibratory roller 80 to 100 KN static
weight including providing all materials, equipments, tools and
plant, oil, kerosene, firewood, labour charges etc. comp. using
contractor's own machineries, Drum mix plant and paver finisher
etc. complete.(F)
10 1868.00 Providing and laying 50 mm thick bituminous macadam with B.T. 3855.17 Rupees Three Thousand Eight MT
Aggregates as per M.O.R.T.& H gradation and asphalt grade VG- Hundred Fifty Five And Paise
30 for mixing @ 34.00 Kg. / M.T. i.e. 3.4% by total weight of the Seventeen Only
mix, including heating the aggregates and asphalt by continuous
batching of Batch mix plant and spreading the same by paver
finisher and consolidation with vibratory roller 80 to 100 KN static
weight including providing all materials, equipments, tools and
plant, oil, kerosene, firewood, labour charges etc. comp. using
contractor's own machineries, Drum mix plant and paver finisher
etc. complete.(S)
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
11 1117.00 Providing & Laying 25 mm thick Semi Dense Bitumen conrete 5043.94 Rupees Five Thousand Forty MT
using stone chipping as per MORT & H gradition & specification & Three And Paise Ninety Four
Asphalt grade VG-30 for mixing @ 50.00 Kg./ M.T. i.e. 5.00 % by Only
Weight of total mixincluding heating the aggregate & ashpalt in
continuous batching Batch mix plant, transporting the mix and
spreading the same by paver finisher & consolidation with
vibratory roller & and including providing all materials
equipments, tools & plants , fire wood, oil , kerosene, labour
charges etc. complete using contractor's own machinery Drum mix
plant & paver finisher etc. complete.(F)
12 1002.00 Providing & Laying 25 mm thick Semi Dense Bitumen conrete 5045.96 Rupees Five Thousand Forty MT
using stone chipping as per MORT & H gradition & specification & Five And Paise Ninety Six Only
Asphalt grade VG-30 for mixing @ 50.00 Kg./ M.T. i.e. 5.00 % by
Weight of total mixincluding heating the aggregate & ashpalt in
continuous batching Batch mix plant, transporting the mix and
spreading the same by paver finisher & consolidation with
vibratory roller & and including providing all materials
equipments, tools & plants , fire wood, oil , kerosene, labour
charges etc. complete using contractor's own machinery Drum mix
plant & paver finisher etc. complete.(S)
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
13 744.00 Providing hard side shoulder of 100 mm thick for embankment 1421.07 Rupees One Thousand Four Cmt
using quarry spall with all lead and lift and including watering and Hundred Twenty One And Paise
rolling and consolidation of sub grade in layers at OMC to required Seven Only
dry density including filling depression which occur during the
process using vibratory roller of 80 KN to 100 KN (selected quarry
spall having CBR value not less than 30.0)
14 4.00 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 1293.39 Rupees One Thousand Two No
including necessary reinforcement as per I.R.C. type design in C.C. Hundred Ninety Three And
1:4:8 including painting and lettering etc. complete. Paise Thirty Nine Only
15 26.00 Providing and fixing Hectometer stone of precast C.C. 1:2:4 356.50 Rupees Three Hundred Fifty Six No
including necessary reinforcement as per I.R.C. type design fixing And Paise Fifty Only
in C.C. 1:5:10 including painting and lettering etc. complete.
16 189.00 Providing and fixing pre cast indicator stone as per I.R.C. type 102.85 Rupees One Hundred Two And No
design including painting, lettering etc. complete. (I) Fixing in Paise Eighty Five Only
17 17776.00 Providing and laying asphalt painting on BT surface with bitumen 50.80 Rupees Fifty And Paise Eighty Smt
grade VG-30 at the rate of 5 Kg /10 Sqm. By mechanical sprayer Only
and spreading the stone dust on prepared surface at the rate of
0.03 Cum. / 10 Sqm. etc. complete and rolling with roller and
brushing etc. complete
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
18 1320.00 Road marking with hot applied thermoplastic paints with 367.72 Rupees Three Hundred Sixty Smt
reflectorising glass beads on bitumin surface providing and laying Seven And Paise Seventy Two
a hot applied thermoplastic compound 2.5 mm thick including Only
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 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 for the Retro reflectivity should be two years.
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
19 909.00 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 326.23 Rupees Three Hundred Twenty No
made of polycarbonate and ABS moulded body and reflective Six And Paise Twenty Three
panels with Micro prismatic lens (No Glass bead lens) capable of Only
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,
mm and 130 mm and with minimum reflective area of 13 Sqcm on
each side and the slope to the base shall be 35 +/- 5 degree. The
body of the marker should having finger grip for easy and
accurate placement and application with epoxy / bituminous
Adhesive as recommended by the manufacturer of the marker.
The color of the marker should be as per the IRC 35-2015 and as
directed by Engineer-in-charge.
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
20 70.00 Chevron sign{ Double Side } :-Providing and fixing sign boards 5226.75 Rupees Five Thousand Two No
made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum Hundred Twenty Six And Paise
composite Panel); size 60x50cm rectangular for both Side as per Seventy Five Only
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; 3.3 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 of35x35x3mm;
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 7 years for the Retro reflective
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
21 22.00 Curve/Cautionary Warning Sign :-Providing and fixing sign boards 3906.19 Rupees Three Thousand Nine No
made out of 2mm aluminium sheet / 4mm ACP (Aluminum Hundred Six And Paise Nineteen
composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per Only
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 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 7 years for the Retro reflective sheeting from original
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
22 4.00 Village name Sign :-Providing and fixing sign boards made out of 6397.43 Rupees Six Thousand Three No
2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); Hundred Ninety Seven And
size 90x60 cms. rectangular as per design of IRC-67-2012. Pre Paise Forty Three Only
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 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 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
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
23 4.00 Facility Informatory Sign :-Providing and fixing sign boards made 3990.64 Rupees Three Thousand Nine No
out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Hundred Ninety And Paise Sixty
Panel); size 80 x 60 cms. rectangular as per design of IRC-67-2012. Four Only
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 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 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
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
24 20.00 Hazard Marker Sign :-Providing and fixing sign boards made out of 3518.69 Rupees Three Thousand Five No
1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); Hundred Eighteen And Paise
size 90x30 cms. rectangular as per design of IRC-67-2012. Pre Sixty Nine Only
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 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 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 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
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
25 10.00 Regulatory / Mandatory Sign :-Providing and fixing sign boards 3540.12 Rupees Three Thousand Five No
made out of 2mm aluminium sheet / 4mm ACP (Aluminum Hundred Forty And Paise
composite Panel); size 60 cms. Dia Circle as per design of IRC-67- Twelve Only
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 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 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
26 180.00 submitted
Excavationbyforcontractor.
foundation(B) Class-B
1.5 M. depthRetro Reflective
including sorting out 122.99 Rupees One Hundred Twenty Cmt
and stacking of useful materials and disposing of excavated stuff Two And Paise Ninety Nine Only
up to 50M. lead. (A) Loose or Soft Soil
27 122.00 Providing and casting in situ ordinary cement concrete M. 150 mix 3725.46 Rupees Three Thousand Seven Cmt
and providing necessary pin headers including shuttering Hundred Twenty Five And Paise
scaffolding laying vibrating curing and finishing complete. Without Forty Six Only
V-Grooves. (A) Height from 0.0 M to 5.0. M
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
28 7041.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work 77.29 Rupees Seventy Seven And kg
including bending, binding and placing in position complete upto Paise Twenty Nine Only
floor two level
29 20.00 Supplying and fixing reinforced concrete heavy duty non-pressure 1968.38 Rupees One Thousand Nine Rmt
pipes with collars for culverts carrying heavy traffic as per IS 458- Hundred Sixty Eight And Paise
1991 specifications including setting the pipes in C.M. 1:2 watering Thirty Eight Only
and laying (to level or slopes) of class NP3 of following internal
daimeters.(ii) 600mm dia.
30 30.00 Supplying and fixing reinforced concrete heavy duty non-pressure 659.99 Rupees Six Hundred Fifty Nine Rmt
pipes with collars for culverts carrying heavy traffic as per IS 458- And Paise Ninety Nine Only
1991 specifications including setting the pipes in C.M. 1:2 watering
and laying (to level or slopes) of class NP3 of following internal
daimeters.(ii) 300mm dia.
31 4.00 Providing Job work for maintaing existing water supply lines in 15150.00 Rupees Fifteen Thousand One Job
village area including necessary repairing / replacement of lines Hundred Fifty Only
which damaged during work and making water supply in condition
32 1205.00 Providing oil paint colour to Center verge (Kerb) by Yellow and 130.08 Rupees One Hundred Thirty And Smt
Black patta (Three Coat) one coat of priming & two coat of oil Paise Eight Only
Paint including cost of material required for paint and all labour
work etc complete as per direction.
33 5.00 Dismantling the existing Pipe Drain structure including removing 15150.00 Rupees Fifteen Thousand One No
and Disposal of unscarevicable materials and stacking of the Hundred Fifty Only
useful materials like rubble / Pipe shall be stacked with all lead
and lift as directed By Engineer charge.
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
34 200.00 Providing & Laying 22.5cm thick rubble stone on side slope on 1494.80 Rupees One Thousand Four Smt
Existing earthwork with top and bottom toe walls as per drawing Hundred Ninety Four And Paise
& 20cm x 30cm wide C.C.M150 panel wall at every 3.30meter Eighty Only
center to center with middle patta including providing rain chute
as per detailed drawing with pointing in CM 1:3 .(F)
35 300.00 Providing & Laying 22.5cm thick rubble stone on side slope on 1490.76 Rupees One Thousand Four Smt
Existing earthwork with top and bottom toe walls as per drawing Hundred Ninety And Paise
& 20cm x 30cm wide C.C.M150 panel wall at every 3.30meter Seventy Six Only
center to center with middle patta including providing rain chute
as per detailed drawing with pointing in CM 1:3 .(S)
36 210.00 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 3468.34 Rupees Three Thousand Four Rmt
a "W" metal beam crash barrier comprising of 3 mm thick Hundred Sixty Eight And Paise
corrugated sheet metal beam rail, 70 cm above road/ground level, Thirty Four Only
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 and fitments to be galvanised by hot dip process, all
fittings to conform to IS:1367 and IS:1364, metal beam rail to be
fixed on the vertical post with a spacer of channel section 150 x
x 5 mm, 330 mm long complete as per clause 811)
37 202.06 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse 2749.22 Rupees Two Thousand Seven Cmt
sand : 8- Stone aggregates 40 mm nominal size) and curing Hundred Forty Nine And Paise
complete excluding cost of formwork in (A) Foundation and Plinth. Twenty Two Only
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
38 246.00 Providing & Laying cement concrete 1:1:5:3 (1 cement : 1:5 course 4603.74 Rupees Four Thousand Six Cmt
sand : 3 graded stone aggregate 20 mm nominal size) for C.C. Hundred Three And Paise
road and curing cost of form work. Finishing the cement concrete Seventy Four Only
road by trimix process inclusive of labour charges for trimix
vacuum dewatering process on cement concrete road by using
vacuum dewatering pump, surface floater, surface vibrator
including channeling & making grooves & rough finish to surface
by providing expansion joints, contraction joint & construction
joints with fillings of joints with asphalt filler as per direction by
engineer incharge & as per specsificaiton.
39 20.00 Supplying and fixing reinforced concrete heavy duty non pressure 3469.26 Rupees Three Thousand Four Rmt
pipes with collars for culverts including setting and joining the Hundred Sixty Nine And Paise
pipes in C.M. 1:2 watering and laying (to level or slope) of I.S. Twenty Six Only
458/1971 Class NP3 casted by vertically vibrated technology of
following internal diameter. 900mm dia.
Total Amount Put to Tender
Total Amount Put to Tender
Rupees Three Crore Eighty Five Lakh(s) Twelve Thousand Six Hundred Thirty Two And Paise Fifty Two 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
Deduct………...…% below Add………...…% Above
In words In words
Credit for Dismental material and Recovery (Fix Deduction) Rs.15616.12
Item Quantity ITEM DESCRIPTION Estimated Rate
But may be In Figure Unit
In words Estimated
more or Rs. Ps.
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
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
Dated Signature Deputy Executive Engineer Executive Engineer
the Contractor. R&B Sub Division R&B Division
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
ROAD WORKS SPECIFICATIONS.pdf
6. SPECIFICATIONS OF Q C.pdf
Schedule B.pdf
Technical Specification Fichadi Suraj.pdf
Test Schedule.pdf
SBD BOOK 1_0001.pdf
SBD BOOK 2_0001.pdf
SBD BOOK 3_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 .