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Tender Value
₹99.3 L
EMD Value
₹1 L
Closing Date
20 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat R. & B. Division, Palanpur
Construction of Various Non Plan Road Under NORMAL/MMGSY/B.K./2025-26 / Package No. 80 In Ta. Kankrej Dist.Banaskantha (1) Constg. Jamnapadar Deliyathara Road to Rampura Primary School Joining Road KM 0/000 to 1/000.
301381
19 (2025-26)
Open
Civil - All
Banaskantha
8 documents required · 7 mandatory · 1 optional
₹2,400
Executive Engineer, Panchayat {R. &B.} Division Palanpur
₹1 L
11 May 2026
11 May 2026
11 May 2026
20 May 2026
11 May 2026
Name of work :- Construction of Various Non Plan Road Under NORMAL/MMGSY/B.K./2025-26 /
Package No. 80 In Ta. Kankrej Dist.Banaskantha
Bill Of Quantities
Memorandum showing items works to be carried out :
No Description of Item (with brief specification and reference to book of
Quantity Unit Rate In figures Amount
specifications)
Clearing and grubbing road land including uprooting trunk, vegetation, grass bushes,
shrubs, sapling and trees girth upto 300 mm removal of stumps of trees cut earlier
1 and disposal of unservicable materials [C] By Mechanical means in area of light 0.50 Hact. 28455.10
Earth work for embankment with selected soil including breaking clods, dressing,
2 with all, lead and lift (excluding watering and consolidation) (A) From borrow area 2537.00 Cmt 154.87
with All lead and lift & CBR not less than
Earthwork in cuting in all sorts of soil and soft murrum including conveying and
3 spreading the stuff, embankment as and where directed within 200meters from the 631.00 Cmt 134.13
end of the cutting with all required lead and lift.
Rolling of earthwork in layers with vibratory roller 80 Kn to 100 Kn static weight
4 including filling in depressions which occurs during the process. 4134.00 Cmt 22.96
Construction of granular sub-base by providing well graded material, (MC Metal
26.50 mm to 53 mm 35%, B.T. Kapachi 25.60 mm to 4.75 mm 45% & Coarse sand
below 2.38 mm 20% }spreading in uniform layers with motor grader on prepared
surface, mixing by mix in place method with rotavator at OMC, and compacting with
smooth wheel roller to achieve the desired density, complete as per Technical
Specification Clause 401. Grading I
Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 90 mm size
including 0.27 Cu.m. stone screening & 0.08 Cu.M. stone dust as filler including
spreading, watering & consolidation by vibratory roller 80KN to 100KN static
weight.100 mm thick compected.
Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 mm size
including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone dust as filler including
7 spreading, watering & consolidation by vibratory roller 80KN to 100KN static 682.00 Cmt 1866.48
weight. 75 mm thick compected.
Providing hard side shoulder of 100 mm thick for embankment using quarry spall
with all lead and lift and including watering and rolling and consolidation of sub
grade in layers at OMC to required 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)
Providing and laying bituminous grout base course 37.5 mm thick using asphalt
Grade VG-30 for tackcoat at the rate of 4.00 kg/10 smt on WBM Surface using B.T.
stone aggregate as per required gradation with the asphalt of VG-30 grade at the rate
9 of 1.99 % i.e. 19.90 Kg/M.T. by weight by mix including heating and mixing in 132.00 M.T. 2584.91
drum mix plant, transporting the mix spreading the same by paver finisher and
consolidation by vibratory roller including cost of all materials, fuel labours, tools
and plants etc. using contractors own drum mix plant etc complete
No Description of Item (with brief specification and reference to book of
Quantity Unit Rate In figures Amount
specifications)
Providing and laying 37.50 mm thick compacted bituminous macadam with B.T.
Aggregate as per M.O.R.T & H gradation and Asphalt VG-30 @ 2.50 Kg/10 Sq.Mt.
on existing B.T.Surface for tack coat & Asphalt grade VG-30 for mixing @
Kg/M.T. i.e. 3.40% of total mix weight of the including heating the aggregates and
10 asphalt by continues batching of drum mix plant and spreading the same by paver 145.00 M.T. 3139.24
finisher and consolidation with vibratory roller 80 KN to 100 KN Static weight
including providing all materials, equipments, tools and plants, oil, kerosene,
firewood, labour charges etc. comp. using contractor's own machineries drum mix
plant and paver finisher etc complete
Providing and laying premix seal coat using B.T. stone chips 6 mm size to 10 mm
size) 0.24 Cum/10 Sq.mt i.e. 0.66 Cum aggregate with bitumen Grade VG-30 @ rate
4.50% of weight mix i.e. 45.00 Kg/M.T. including heating the asphalt and aggregate
11 by continuous batching drum mix plant, transporting and mixed material and 64.00 M.T. 3487.42
spreading the same by pavers finisher and consolidation by vibratory roller of 80 KN
to 100 KN static weight including providing tools, plants, firewood, oil, kerosene,
labour charges etc. complete
Box cutting the road surface to properslopeand camber for making a base forroad
12 work including removing the excavated stuff and depositing on theroad side slope as 966.00 Cmt 109.08
directed upto50Mt.lead
Providing and laying cement concrete 1:4:8 (1cement : 4 coarse sand : 8 Machine
13 Crushed stone aggregates 40 mm. nominal size) and curing complete excluding cost 284.00 Cmt 2780.37
of from work in :(a) Foundation and plinth
Providing & Laying cement concrete 1:1:5:3 (1 cement : 1:5 course sand : 3 graded
stone aggregate 20 mm nominal size) for C.C. road and curing cost of form work.
Finishing the cement concrete 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.
Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending,
binding and placing in position complete upto floor two level
Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including
16 necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including 1.00 No 704.34
painting,lettering etc. complete (For O.D. road V.R.)
Providing and fixing hectometer as per I.R.C. type design including painting,
lettering etc. com plate.
Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm
aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of 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 ;reflectorised with retro
refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand
18 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x75 x 6mm as 6.00 No 3808.66
required; painted with bestquality epoxy coatings in black andwhite 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) Engineer Grade(VR)
No Description of Item (with brief specification and reference to book of
Quantity Unit Rate In figures Amount
specifications)
Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm
aluminium sheet; size 90 x 60cms.rectangle as as per the design of 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; reflectorised with retro refiective
sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per
19 IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size 4.00 No 5045.37
iron angle of 50 x 50 x 5mm 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.(A) Engineer Grade(VR)...
Place ideatification sign :-Providing and fixing sing boards made out of 2mm
aluminium sheet; size 150 x 90cms. rectangle as as per the design of 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; 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 50x50x5mm 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.(A) Engineer
Citizen' s information Board- Providing and fixing of typical information board as
per instruction. Two ACP sheets of 3 mm thick, of 900 mm x 750mm size fixed at
top & bottom duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle
shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of
SWG square tubes posts duly embedded in cement concrete M-15 grade blocks of
21 600mm x 600mm x 75mm, below ground level. The letters & figure of any shade 1.00 No 8456.73
reflectorised with High Intensity Prismatic Grade Retro Reflective Sheeting of Type-
4 as per ASTM D-4956 and latest MORD specifications; 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). (A) Class-B High intensity
Grade Retro Reflective sheeting.
Providing and fixing logo board of MMGSY as per National Rural Road
Development Agency diamond size, 600 x 600 mm, 1.50 mm thick Plate & board
22 plate size, 900 x 250 mm, 1.5 mm thick M.S. plate and 2.40 meter deep length single 1.00 No 3953.14
angle 75 x 75 x 6 mm size including fitting and painting , lettering with luminous
colour as per drawing including fixing in CC 1:3:6 etc compete.
STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium sheet;
size 90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated with
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(VR).
No Description of Item (with brief specification and reference to book of
Quantity Unit Rate In figures Amount
specifications)
Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium
sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC)
pretreated with phospheting process & acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint; reflectorised with retro refiective
24 sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame 4.00 No 2423.74
fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted
with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size
45x45x 60cms. for each leg. including excavation curing etc. complete under the
supervision of engineer in charge.(A) Engineer Grade(VR)
Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet
/ 3mm ACP (Aluminum composite Panel); size 60x50cm rectangular 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 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
25 size iron angle of35x35x3mm; painted with bestquality epoxy coatings in black and 12.00 No 3711.75
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 60Cms. 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.
Project Information Board: Providing and fixing of typical Project informatory sign
boardwith Logo as per 1700 of MORD specifications and drawing. The board will be a
composite unit consisting ofThree Plates ACM (Aluminum Composite Material), material
specificaitons as per clause 17001.3. The topmost plate will be of 3mm ACM in diamond
shape of 600x600mm size, riveted with MS angle iron frame of25mmx25mmx5mm size on
back on edges. The middle 4mm ACM plate of will be 1200x150mm size rivetedwith MS
angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACM lower
mostplate will be 1500mmx600mm size, riveted with MS angle iron frame of
25mmx25mmx5mm size. Riveting ofall the sheets over angle and flat iron frame will be
done neatly to have plain surface on one side. The angleiron frame of lower most plate and
flat iron frame of the middle plate will be welded to two nos 75mmx75mm (12 SWG) sheet
tubes posts placed at 1125mm apart centre to centre. the top of the middle platewill be
26 flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded 1.00 No 13399.67
in cementconcrete M15 grade block of 450x450x600mm below ground level. The height of
the bottom of the lowerplate will be 1200mm from normal ground level and the bottom of
the middle plate will be 100mm above thetop level of the lower most plate. the diamond
shaped plate mounted over flat angle iron frame will beconnected to middle plate by square
steel section of 47mmx47mm, thickness 12SWG having a spacing of100mm between the
diamond shaped plate and middle plate and this square section will be riveted to thebottom
point of the diamond shaped plate. logo, letters and numerals on the ACM should be
madeup of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per the latest
MORD section 1700 andIRC 67-2012 specifications. Al the section of the frame and posts
shall be painted with primer and two coatsof epoxy paint. The design, painting and lettering
shall be done as per the Signage Guide and asdirected by Engineer-In-charge. . A warranty
for 5 years for the Retro reflective sheeting for Class-A
Road Marking With Hot Applied Thermoplastic Paints with Reflectorising Glass
Beads On Bitumen Surface.Providingcand laying a hot applied thermoplastic
compound 2.5 mm. thick including reflectorising glass beads @250 gms per sqm.
Area,Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-
2015.The finished surface to be level uniform and free from streaks and holes. Zebra
27 patta/bump patta lane /center line /edge line/cut patta, The white color marking 200.00 Smt 367.73
should provide Iiminanance 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 Two Years.
No Description of Item (with brief specification and reference to book of
Quantity Unit Rate In figures Amount
specifications)
Cat Eye / Road Stud / RPM: Supplying of 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 35 +/- 5 degree. The strength of
detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/-
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..
Providing and fixing Boundary stone as per I.R.C. design including painting, carving
lettering etc. complete.(ii) Fixing in C.C. 1:5:10
Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars
for culverts carrying heavy traffic as per IS 458-1991 specifications including setting
the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of
following internal daimeters.(v) 300mm dia.
Excavation for foundation upto 1.5 M. depth including sorting out and stacking of
31 useful materials and disposing of excavated stuff up to 50M. lead. (a) Loose or soft 462.00 Cum 122.94
Providing and casting in situ ordinary cement concrete M-150 mix and providing
32 necessary pin headers including shuttering, scaffolding, laying vibrating curing and 571.00 Cum 3765.79
finishing complete without V Grooves. (A) Height from 0.0 to 5.00 mt
Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars
for culverts carrying heavy traffic as per IS 458-1991 specifications including setting
the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of
following internal daimeters.(v) 900mm dia.
Providing & Laying weep hole in Aburtments,and returns by using PVC 6 kg/Sqcm
34 pipe of 110 dia including laying in proper grade and jointing the completed as per 224.00 No 20.20
detailed specification.
Total Tender amount
Rupees Ninety Nine Lakh(s) Twenty Five Thousand Seven Hundred Fifty Eight And Paise Sixty Nine Only
I/am we/are willing to carry out the work at _____% above /below _____________ percent (should be written in figures and words) of the estimated rates
mentioned above. Amount of my/our tender works out as under.
No Description of Item (with brief specification and reference to book of
Quantity Unit Rate In figures Amount
specifications)
* Estimated amount put to tender
1. The Contractor Shall Exhibit a board with deatiled specification and details of work as directed by the Engineer-In-Charge for which no Extra
Payment shall be made.
2. The labour crss will be deducted as per prevaling 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 RCC items in Rate Analysis Standard cement Consuption has been taken as per Govt.G.R: PRC -10/2017 cement consumption/16/c, Date: 11/05/2017 as
stated i. S.O.R therefore in RCC Items where there is a changed as per actual mix design the cost of diffrence of cement consumption have been deduvted from
the rate of orignal item at the rate of input rate mentioned in all the tender.
Above all items of " Schedule-B" with iem Description,Unit,Rate & Amount Have verified by me and found Order.
Deputy Executive Engineer Executive Engineer
Panchayat R & B Sub Division Panchayat R & B Division
Shihori Palanpur
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006.Testing Shedule-pkg-80.pdf
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