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Tender Value
₹29.6 L
EMD Value
₹30,000
Closing Date
11 Jun 2026, 6:00 pm6d left
Executive Engineer, Panchayat (R&B) Division, Dang - Ahwa
New Gujarat Pattern-2025-26 Construction of Box Culvert of Chikhli (Lavchali) VA Road Tal.Subir Dist. Dang
308792
39 (4th Attempt) OF 2025 - 26
Open
Civil Works - Others
Dang
6 documents required · 6 mandatory
₹1,500
Executive Engineer, Panchayat (R & B) Division, Ahwa
₹30,000
27 May 2026
27 May 2026
27 May 2026
11 Jun 2026
27 May 2026
Name of work: New Gujarat Pattern-2025-26
Construction of Box Culvert of Chikhli (Lavchali) VA Road Tal.Subir Dist.
Memorandum showing items of works to be carried out
It. Quantities Item of work Estimate Unit Total Amount
It. Quantities Item of work Estimate Unit Total Amount
No. estimated but In figures according to
may be more or Rs. Ps. estimated
1 0.01 Hect. Clearing and grubbing road land including 34889.38 Hect.
uprooting rank vegetation, grass bushes, shrubs,
saplings and trees girth up to 300 mm removal of
stumps of trees cut earlier and disposal of
unserviceable materials.(D) By mechanical
means in area of thorny jungle.
2 18.00 Cu.mt. Earth work in cutting in all coats of soil and soft 112.02 Cu.mt.
murrum including conveying and putting the
stuff in spoil bank maintaining minimum
distance of five meter between top edge of
cutting and top of spoil bank.
3 81.31 Cu.mt. Earthwork for embankment including breaking 182.14 Cu.mt.
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 within 3.0KM.
1.00 Cu.mt. Supplying, Stacking and Spreading the Hard 1224.32 Cu.mt.
Murrum including rolling and watering etc.
5 9.00 Cu.mt. Construction of Granular Sub Base by providing 1114.66 Cu.mt.
coarse graded machine crushed B. T. material
satisfying MOST Specification of Grading - I
using 53 mm to 26.5 mm @ 30% (M.C. Metal),
26.5 mm to 4.75 mm @ 60% (M.C.Metal),
mm below @ 10% (Stone Dust) including
spreading in uniform layer with motor grader on
prepared surface, mixing by mix in place method
with rotavator at OMC and compacting with
vibratory roller to achieve the desired density
with C.B.R. > 30% etc. complete.
6 7.00 Cu.mt. Providing, laying, spreading and compacting 1209.40 Cu.mt.
graded stone aggregate to wet mix macadam
specification including premixing the Material
with water at OMC in mechanical mix plant
carriage of mixed Material by tipper to site,
laying in uniform layers with paver in sub- base /
base course on well prepared surface and
compacting with vibratory roller to achieve the
desired density.
7 81.00 Sq.mt. Providing and applying evenly Priming coat with 62.31 Sq.mt.
emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m
on road surface using emulsion SS-1 (Himcol
Made) pressure spreayer etc. complete including
the cost of asphalt
8 81.00 M.Ton Providing & laying 37.50 mm thick compacted 186.35 M.Ton
built up spray grout base course in Two layers
with bitumen grade (VG-30) at rate of 15 kg per
10 sq.mt. with 0.50 cu.mt. stone aggregate for
first layer and 15 kg of bitumen and 0.50 cu.mt.
stone aggreegate per 10 sq.mt. of road surface
for second layer and using 0.13 cu.mt. of key
aggregate per 10 sq.mt. including consolidation
with vibratory roller and tack coat using asphalt
(VG-30) at rate of 4kg/10 sq.mt. etc. complete
including the cost of asphalt and cost of stone
9 4.80 M.Ton Providing laying & rolling of 25 mm thick 2849.87 M.Ton
Open graded Premix bituminous carpet with
B.T. aggregate as specified and using RS1
Emulsion for tack coat at the rate of 2.5 kg/10
sq.mt. and using bitumen grade VG-30 for
Mixing with aggregate at the rate of 3.36 % i.e.
33.60 kg / M.T. of total mix including heating
and mixing in drum mix plant transporting and
spreading the same with paver finisher and
consolidation with vibratory roller including
necessary fire wood , oil , lubricant , labour
charges etc. using contractor's own drum mix
plant and equipment ,tool etc .complete in
accordance with the requirement of
10 2.50 M.Ton Providing and laying seal coat with B.T. 3113.55 M.Ton
aggregate as specified using aggregate at the rate
of 0.18 Cu.mt./10 Sq. mt. and bitumen grade
VG-30 for mixing with aggregate at the rate of
4.5 % i.e. 45.00 Kg. / M.T. of total mix including
heating and mixing in drum mix plant and
transporting and spreading the same by paver
finisher and consolidation with vibratory roller
including necessary fire wood , oil , lubricant
labour charges using contractor's own drum mix
plant, machineries and equipment tools etc.
complete in accordance with the requirement of
11 91.50 Sq.mt. Providing and laying asphalt painting on B.T. 31.28 Sq.mt.
surface with bitumen VG-30 at rate 5.00Kg /
10Sq.mt. including spreading stone dust for
painting surface at rate of 0.03 cu.mt. / 10 sq.mt.
12 1.00 No. Informatory sings: Providing and fixing sing 3856.90 No.
boards made out of 2mm aluminium sheet; size
80 x 60cms. rectangle as per the design of IRC-
67-1977 pre treated with phospheting process &
acid teching; coated with one coat of
epoxyprimer and two coats of best qualityepoxy
paint; reflectorised with retro refiective sheeting
as per latest M.O.S.T. Specifications; 3.1m long
stand postand frame fabricated from suitable
sizeiron angle of 35 x 35 x 3mm75x75x6mm as
required; painted with best qualityepoxy
coatings in black and whitebends. the details of
symbol for eachboard shall details of symbol for
eachboard shall be as per the instruction
ofengineer in charge. The fixing at site shall be
in 1:2:4 CC block of size 45 x45 x 60cms. for
each leg. including excavation curing tec.
complete under the supervision of engineer in
charge.(A) Engineer Grade(VR)..
13 6.00 Sq.mt. Road marking with hot applied thermoplastic 367.72 Sq.mt.
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 excludingof 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 lifeduring the day
time. The marking should meet the performance
criteria for night time reflectivity, wet
14 6.00 No Cat Eye / Road Stud / RPM: Supplying of 217.40 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 20mm, 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 +/- 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
15 2.00 No Hazard Marker Sign :-Providing and fixing sign 3518.69 No
boards made out of 2.0 mm aluminium sheet /
mm ACP (Aluminum composite Panel); size
90x30 cms. 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; 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 manufactu
16 71.80 Sq.mt. Providing and laying - Fitter Media 600mm 1342.40 Sq.mt.
thick directed at the back of abutments, returns
and wing walls as per detailed specifications
17 44.00 No Providing weep holes in abutment, returns using 91.32 No
100 mm. dia A.C. pipe with C.I. grating
including cutting, placing the pipe in required
slope and position as directed etc. complete. (As
per detailed specification)
18 123.70 Cum. Dismentaling the existing structureincluding 978.15 Cum.
removing and stacking the dismentalled
materials as and where directed.(A) RCC Work.
19 118.20 Cum. Excavation for foundation in sand, gravel, clay 538.67 Cum.
soft soils and murrum etc. including shoring,
strutting dewatering as necessary and disposing
of the excavated stuff as directed.(A) Depth upto
3.0 M. and lead upto 100m for 10 Cum
20 33.10 Cum. Excavation in large boulders and soft rock by 754.14 Cum.
welding including shoring, strutting and
dewatering as necessary and disposing of the
excavated stuff as directed.
21 90.40 Cum. Excavation in hard rock by dry-wet blasting and 902.91 Cum.
chiselling including dewatering preparing
foundation base by proper benching and
stepping and disposing of the excavated stuff as
directed.(A) General blasting
22 29.00 Cum. Providing and casting in situ Ordinary cement 3816.69 Cum.
concrete M-150 for R.C.C. Raft and cut-off walls
including necessary shuttering laying, vibrating,
ramming and curing complete.
23 142.20 Cum. Providing and filling sand behind abutments and 571.92 Cum.
between returns in layers as directed
24 50.30 Cum. Providing and Casting in situ Controlled Cement 4745.99 Cum.
Concrete M-250 for R.C.C. Raft and cutt-off
walls including necessary shuttering laying,
vibrating, ramming and curing complete.
25 32.20 Cum. Providing and Casting in situ controlled Cement 4745.99 Cum.
Concrete M-250 for R.C.C. Raft and cutt-off
walls including necessary shuttering laying,
vibrating, ramming and curing complete.
26 31.20 Cum. Providing and casting in situ controlled cement 5770.53 Cum.
concrete M-250 for R.C.C. solid slab including
centering, scaffolding, curing and finishing
27 17.60 Cum. Providing and casting in situ controlled cement 5284.22 Cum.
concrete M-250 for Kerb/ kerb blocks including
formwork curing and finishing, complete.
28 8.70 Cum. Providing and casting in situ controlled cement 5426.02 Cum.
concrete M-250 for average 75 mm thick
wearing coat laid as directed dincluding
tamping, vibrating, finishing, curing and fillingin
joints with bitumen complete.
29 149.80 Cum. Providing and casting in situ ordinary cement 4414.10 Cum.
concrete M. 250 mix and providing necessary
pin headers including shuttring scaffolding
laying vibrating curing and finishing complete.
Without V-Grooves. (A) Height from 0.0 M to
10.51 M.Ton Providing and laying in position FE-500/500D 72289.94 M.Ton
(TMT) bar reinforcement including cutting,
bending, hooking and tying complete as per
detailed drawings for the following.(A) Box Cell
31 20.00 Nos. Provding P.V.C. 100 mm diameter water spouts 159.37 Nos.
including necessary iron gratings as per
32 7.50 Cum. Providing and filling rubbles including hand 1101.71 Cum.
packing and filling interstices with quarry spalls
behind abutments and between returns as
33 62.70 Sq.mt. Supplying Pre - Moulded Bituminious Joint 611.13 Sq.mt.
Filler. (iii) 20 mm size
34 4.00 LS Diversion of watercouarse, providing cofferdam 25250.00 LS
and bund or island as may be necessary for
foundation and maintaining the same for the
period as may be necessary. (B) Diversion by
cofferdam / Island
Rs. Twenty Nine Lack Sixty Two Thousand Nine Hundred Ninty Six and Paise Thirty One Only.
I/We am/are willing to carry out the work at ________________ % above/below ( percent should
be written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works
*Estimated amount *Estimated amount
put to tender Rs. _____________ put to tender Rs. _______________
Deduct ____ % below Rs. _________ Add ____ % above Rs. _________
Net Rs. _________ Total Rs. _________
*( Please strike out which ever is not applicable )
Note : Credit Amount of Rs.46610 of Serviceable Material shall be deducted from 1st Running Bill.
Note 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.
Note 2 :- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Note 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
Signature of Bidder Executive Engineer
Panchayat (R&B) Division
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04- Specification.pdf
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06-NEW Sch-B Chikhali lavchali box culvert.pdf
03-SBD Chikhali lavchali box culvert.pdf
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