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Tender Inviting Authority: Engineer-in-Chief ,Rural Works

Name of Work: Constn of H.L. bridge over river Salandi at 4th KM on Daising-Kudiamal road in the District of Bhadrak under Biju Setu Yojana

Tender Online-10/2018-19( Bridges )

Name of the
Bidder/
Bidding Firm /
Company :

PRICE SCHEDULE
(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender.
Bidders are allowed to enter the Bidder Name and Values only )

NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #

Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in in

Rs. P Rs. P

1 2 4 5 6 53 55
1.00 Earth work in cutting in all kind of soil within 50m
initial leads &1.5m initial lifts includingrough
dressing and breakingclods to max 5cm to 7cm
and laying in layers not exceeding 0.3m in depth 980.280 Cum 154.00 #VALUE! #VALUE!
etc complete as per specification &direction of the
Engineer-in-Charge .

2.00 Providing & constructing temporary island

14.50mtr Diametre for construction of well
foundation for 6.50mtr Dia well including all cost,
carriage etc complete as per specification & 3.000 No 35086.30 #VALUE! #VALUE!
Direction of Engineer-in charge
3.00 Providing & constructing one span service road to
reach island location from one pier location to
another pier location including all labours , 91.890 Rmt 2667.90 #VALUE! #VALUE!
materials & T&P etc complete as per direction of
Engineer- in –charge

4.00 Earth work in excavation of foundation in all kinds

of soil including moorum & stoney earth & gravel
mixed with boulders with all leads & lifts including
dressing the sides & leveling the bed of the
foundation to the required width & required depth
including shoring shuttering, propping bullah,
pilling, dewatering from foundation supplying &
working of pumps including hire & running
charges of pumps & all machineries required for 339.920 Cum 184.80 #VALUE! #VALUE!
the work & providing coffer dam if required &
stacking the excavated materials away from the
working areas as directed by the Engineer-in
-Charge complete as per specification & direction
of the Engineer-in-charge, below bed level.

5.00 Labour of sinking single cicular well caisson/

cribwell of specified external diameter in all kinds
of soil to lines levels & plumb by scooping out
from inside the well & below the steining by
grabbing (if required) etc, including cost of
dredging , jack hammers or using any other
modern devices including cost of necesary tools
& plants supply & work of pumps, dredgers &
compressors, derrick, winches, cranes etc. bailing
out of water & dredging removing all materials &
obstacles from inside the wells inclusive of hire &
running charges of all such machinery including
materials & labour charges for providing
kentledge
5.01 loading if necessary & sinking to the required
depth by loading with proper designed &
preapproved weight & taking precautions
adequately against tilting & shifting & dispiosal of
the dredged materials away from the wells as per
the direction of Engineer-in charge with all leads
& lifts including islanding, providing foot bridges if
necessary & including hire & running charges of
all machenaries cost of all labour with all leads
lifts complete in all repects including all incidental
charges like temporary sand filling, top pluging of
well etc. for safety of the structure during
execution as directed by the Enginer-in charge.
(Payment will only be made for sinking of the well
& other items required for the well sinking
operation is only incidental & no payment will be
made for such items)

5.02 i) Upto 10m. Depth

5.03 A) For 7.5m dia abutment wells

20.000 Rmt 22122.45 #VALUE! #VALUE!

5.04 B) For 6.5m dia. pier wells

30.000 Rmt 18080.88 #VALUE! #VALUE!

5.05 11th successive metre Depth

5.06 A) For 7.65m dia abutment wells

2.000 Rmt 22398.75 #VALUE! #VALUE!

5.07 B) For 6.65m dia. pier wells

3.000 Rmt 18305.22 #VALUE! #VALUE!

5.08 12th successive metre Depth

5.09 A) For 7.65m dia abutment wells

2.000 Rmt 22675.05 #VALUE! #VALUE!
5.10 B) For 6.65m dia. pier wells
3.000 Rmt 18529.56 #VALUE! #VALUE!

5.11 13th successive metre Depth

5.12 A) For 7.65m dia abutment wells

2.000 Rmt 22951.34 #VALUE! #VALUE!

5.13 B) For 6.65m dia. pier wells

3.000 Rmt 18753.90 #VALUE! #VALUE!

5.14 14th successive metre Depth

5.15 A) For 7.65m dia abutment wells

2.000 Rmt 23227.64 #VALUE! #VALUE!

5.16 B) For 6.65m dia. pier wells

3.000 Rmt 18978.24 #VALUE! #VALUE!

5.17 15th successive metre Depth

5.18 A) For 7.65m dia abutment wells

2.000 Rmt 23503.93 #VALUE! #VALUE!

5.19 B) For 6.65m dia. pier wells

3.000 Rmt 19202.58 #VALUE! #VALUE!

5.20 16th successive metre Depth

5.21 A) For 7.65m dia abutment wells

2.000 Rmt 23780.23 #VALUE! #VALUE!

5.22 B) For 6.65m dia. pier wells

3.000 Rmt 19426.93 #VALUE! #VALUE!

5.23 17th successive metre Depth

5.24 A) For 7.65m dia abutment wells

2.000 Rmt 24056.52 #VALUE! #VALUE!
5.25 B) For 6.65m dia. pier wells
3.000 Rmt 19651.27 #VALUE! #VALUE!

5.26 18th successive metre Depth

5.27 A) For 7.65m dia abutment wells

2.000 Rmt 24332.82 #VALUE! #VALUE!

5.28 B) For 6.65m dia. pier wells

3.000 Rmt 19875.61 #VALUE! #VALUE!

5.29 19th successive metre Depth

5.30 A) For 7.65m dia abutment wells

2.000 Rmt 24609.11 #VALUE! #VALUE!

5.31 B) For 6.65m dia. pier wells

3.000 Rmt 20099.95 #VALUE! #VALUE!

5.32 20th successive metre Depth

5.33 A) For 7.65m dia abutment wells

2.000 Rmt 24885.41 #VALUE! #VALUE!

5.34 B) For 6.65m dia. pier wells

3.000 Rmt 20324.29 #VALUE! #VALUE!

5.35 21st successive metre Depth

5.36 A) For 7.65m dia abutment wells

2.000 Rmt 25161.71 #VALUE! #VALUE!

5.37 B) For 6.65m dia. pier wells

3.000 Rmt 20548.63 #VALUE! #VALUE!

5.38 22nd successive metre Depth

5.39 A) For 7.65m dia abutment wells

2.000 Rmt 25438.00 #VALUE! #VALUE!
5.40 B) For 6.65m dia. pier wells
3.000 Rmt 20772.97 #VALUE! #VALUE!

5.41 23rd successive metre Depth

5.42 A) For 7.65m dia abutment wells

2.000 Rmt 25714.30 #VALUE! #VALUE!

5.43 B) For 6.65m dia. pier wells

3.000 Rmt 20997.31 #VALUE! #VALUE!

5.44 24th successive metre Depth

5.45 A) For 7.65m dia abutment wells

2.000 Rmt 25990.56 #VALUE! #VALUE!

5.46 B) For 6.65m dia. pier wells

3.000 Rmt 21221.66 #VALUE! #VALUE!

5.47 25th successive metre Depth

5.48 A) For 7.65m dia abutment wells

2.000 Rmt 26266.86 #VALUE! #VALUE!

5.49 B) For 6.65m dia. pier wells

3.000 Rmt 21446.00 #VALUE! #VALUE!

5.50 26th successive metre Depth

5.51 A) For 7.65m dia abutment wells

2.000 Rmt 26543.15 #VALUE! #VALUE!

5.52 B) For 6.65m dia. pier wells

3.000 Rmt 21670.34 #VALUE! #VALUE!

5.53 27th successive metre Depth

5.54 A) For 7.65m dia abutment wells

2.000 Rmt 26819.45 #VALUE! #VALUE!
5.55 B) For 6.65m dia. pier wells
3.000 Rmt 21894.68 #VALUE! #VALUE!

5.56 28th successive metre Depth

5.57 A) For 7.65m dia abutment wells

0.976 Rmt 27095.74 #VALUE! #VALUE!

5.58 B) For 6.65m dia. pier wells

3.000 Rmt 22119.02 #VALUE! #VALUE!

5.59 29th successive metre Depth

5.60 A) For 6.65m dia. pier wells

0.209 Rmt 22343.36 #VALUE! #VALUE!

6.00 Cement concrete (1:3:6) in foundation & plinth

with 4cm. crusher broken granite metal of
approved quality from approved quarry including
hoisting lowering & laying in layers not exceeding
150mm. thick with proper packing & ramming
each layer of concrete by means of vibrator
,providing groove & beads where necessary
including curing, dewatering, shoring, shuttering if
necessary at the time of laying concrete with cost,
conveyance royality & taxes of all material
required for the work including supplying &
working pumps, T&P articles finishing the
exposed surface smooth as per specific ation &
direction of the Engineer-in Charge

6.01 (i) In foundation

222.280 Cum 4416.80 #VALUE! #VALUE!

6.02 (ii) Up to Bed

332.180 Cum 4517.70 #VALUE! #VALUE!
7.00 Cement concrete (1:2.5:5) in foundation & plinth
with 12mm size crusher broken hard granite
broken metal of approved quality from approved
quarry including hoisting lowering & laying in
layers not exceeding 150mm. thick with proper
packing & ramming each layer of concrete by
means of vibrator providing groove & beads
where necessary including curing, dewatering,
shoring, shuttering if necessary at the time of
laying concrete with cost, conveyance royality &
taxes of all material required for the work
including supplying & working pumps, T&P
articles finishing the exposed surface smooth as
per specification & direction of the Engineer-in
Charge

7.01 (i) In foundation

128.810 Cum 4473.00 #VALUE! #VALUE!

7.02 (ii) upto bed

39.880 Cum 4576.14 #VALUE! #VALUE!
8.00 RCC of design mix of M-250grade having
specified characteristics compressive strength/
target mean strength of 250kg./cm2 in design mix
with minimum quantity of cement as specified in
IRC Code of 150 mm. cubes at 28 days curing
after mixing & tests conducted in accordance with
relevant clauses of IS 456/IS 516/IRC
216/1987/IRC-78/1983 using crusher broken hard
granite course aggregate of 20mm. down
graded.sizes & proportion as specified in clause-
302.6.2 of IRC 21/1987 & IS-10262 & subject to
mix design in conformity with the grading &
proportion of different materials for concrete as
specified in the relevant codes of approved
quality, obtained from approved quarry & using
minimum quantity of cement confirming to codal
provision including hoisting, lowering & laying
concrete in layers not exceeding 15cm thick
compacting with vibrators watering & curing for
28 days including water tight steel centering ,
shuttering

8.01 & form works finishing the exposed surface

smooth providing beads & grooves wherever
necessary including cost, conveyance royalties
and all other taxes of all materials with all leads &
lifts, cost of all labour T&P & machineries etc.
required for the work including dewatering if
necessary, complete in all respects as per
direction of the Engineer-in-Charge but excluding
cost, conveyance of tor steel & binding wire &
labour charges for straightening, cutting, bending,
binding welding & tying the grills lapping spacing
etc. where ever necessary & hoisting & placing in
position ( to be paid separately as required for
RCC works)

8.02 (i) Well curb

123.300 Cum 8665.80 #VALUE! #VALUE!
8.03 (ii) Well steining
2536.000 Cum 7702.30 #VALUE! #VALUE!

8.04 (iii) Well caps

254.900 Cum 7558.60 #VALUE! #VALUE!

8.05 (iv) Abutment & pier shafts

175.610 Cum 6554.91 #VALUE! #VALUE!

8.06 (v ) Column, Tie beam,Wing wall & Canti lever

12.000 Cum 11573.21 #VALUE! #VALUE!

8.07 (vi) Railing & post

217.960 Rmt 1620.90 #VALUE! #VALUE!

9.00 RCC of design mix of M-300grade having

specified characteristics compressive strength/
target mean strength of 300kg./cm2 in design mix
with minimum quantity of cement as specified in
IRC Code of 150 mm. cubes at 28 days curing
after mixing & tests conducted in accordance with
relevant clauses of IS 456/IS 516/IRC
216/1987/IRC-78/1983 using crusher broken hard
granite course aggregate of 20mm. down graded
sizes & proportion as specified in clause-302.6.2
of IRC 21/1987 & IS-10262 & subject to mix
design in conformity with the grading & proportion
of different materials for concrete as specified in
the relevant codes of approved quality, obtained
from approved quarry & using minimum quantity
of cement confirming to codal provision including
hoisting, lowering & laying concrete in layers not
exceeding 15cm thick compacting with vibrators
watering & curing for 28 days including water tight
steel centering , shuttering
9.01 & form works finishing the exposed surface
smooth providing beads & grooves wherever
necessary including cost, conveyance royalties
and all other taxes of all materials with all leads &
lifts, cost of all labour T&P & machineries etc.
required for the work including dewatering if
necessary, complete in all respects as per
direction of the Engineer-in-Charge but excluding
cost, conveyance of tor steel & binding wire &
labour charges for straightening, cutting, bending,
binding welding & tying the grills lapping spacing
etc. where ever necessary & hoisting & placing in
position ( to be paid separately as required for
RCC works)

9.02 Wearing coat

73.180 Cum 5972.80 #VALUE! #VALUE!

9.03 Road kerb

17.890 Cum 9184.50 #VALUE! #VALUE!

9.04 Abutment & Pier caps

18.840 Cum 7578.67 #VALUE! #VALUE!

9.05 Dirt walls

11.690 Cum 8542.20 #VALUE! #VALUE!

9.06 Super structure

511.760 Cum 17936.47 #VALUE! #VALUE!

9.07 Approach slab

18.170 Cum 5972.82 #VALUE! #VALUE!
10.00 Cement concrete with M-150+10% extra cement
on nominal mix to be used for bottom plugging
having maximum compressive strength of 150
kg./cm2 with minimum quantity of cement as
specified in IRC code in work tests on 150 mm.
cubes at 28 days curing using cement as per CL
710-7 of IRC-78/1983 after mixing & tests
conduct in accordance with IS 456 & IS-516 with
crusher broken hard granite coarse aggregate of
40 mm. size down graded in conformity with
clause-302.6.2 of IRC-21/1987 of approved
quality (test in laboratory) from approved quarry &
concrete laid in continuous operation using tremie
pipes or skip boxes upto required depth including
lowering, hoisting & laying in layers of 150 mm.
thick with cost, conveyance royalty & other taxes
of all materials, labour hire charges of all T&P &
machineries required for the work complete in all
respect. (in case of grouted concrete the grout
mix shall not be leaner than 1:2) (Recuperation
test may have to be done if directed by Engineer-
in-Charge).

10.01 (i) Bottom plugging

400.000 Cum 4540.80 #VALUE! #VALUE!
11.00 Cement concrete of M-150 having maximum
compressive strength of 150 kg./cm2 ( test to be
conducted) on 150 mm. cubes tested at 28 days
including curing (tests conducted in accordance
with IS-456 & IS-516) & conforming to clause-302
of IRC 21/1987 using clean crusher broken hard
granite coarse aggregate of 40 mm. size down
grade of approved quality to be protested in the
laboratory) obtained from approved quarry the
proportion mix, grading conforming to relevant
ISI/IRC codes pre-approved including arranging
of reinforcement as per approved drawing
including hoisting, lowering concrete in layers not
exceeding 150 mm. thick each compacting with
vibrator watering & curing for 28 days centering
shuttering & finishing the exposed surface
smooth providing grooves & beads where
necessary including cost, conveyance royality &
taxes of all labour machineries etc. required for
the work complete in all respects including
dismantling the centering & shuttering as per
specification & direction of Engineer-in-Charge.

11.01 (i) Top plugging

91.900 Cum 4173.84 #VALUE! #VALUE!
12.00 Supply of HYSD bars confirming to grade S-415
cutting bending, binding, lapping, splicing,
welding etc. (conforming to ISI specification) &
jointing if necessary by lapping & tying the grills &
placing in position as required for RCC works as
per the approved design, hoisting, lowering &
laying position including cost & conveyance of tor
steel & binding wires of 18 to 20 gauge(as to be
approved by the Deptt.) etc. complete (weight of
binding wire shall not be considered for payment 3108.000 Qtl 6314.16 #VALUE! #VALUE!
at all which will be borne by the contractor
(standard CO-efficient of different sizes of the
steel shall be considered & welding & lapping
should confirm to relevant clause of IRC-21/1987)

13.00 Supplying & fitting fixing in position steel cutting

edge as per approved design & drawing weighing
not less than 80kg. per meter including steel
cladding using M.S.Angles/ rods, plates bolts &
nuts, rivets complete wherever necessary
including bending to size & shape drilling holes
riveting welding bolting etc. complete in all
respects confirming to relevant IRC codes & ISI
specification including cost conveyance & all
taxes of all materials, labour & T&P & all
machineries etc. required for the work with all 86.740 Qtl 8072.15 #VALUE! #VALUE!
leads & lifts complete in position in all respects
(cutting edge to be placed at the level of the
bottom of well cap indicated in Drg. or 150 mm.
above L.W.L. as specified in the Drg. or as per
written order of the Engineer-in-Charge.
14.00 Supplying & filling good clean river sand inside
the well/approach road including watering to
complete saturation & ramming complete with all
leads & lifts including cost. Conveyance royality &
taxes of all materials & cost of all labour & T&P
3212.960 Cum 766.63 #VALUE! #VALUE!
required for the work complete ( measurement
will be taken for compacted section as per
direction of Engineer-in-Charge.)

15.00 Supplying, fitting, fixing in position Neoprene

bearing of approved design & specification at the
designed level including fixing with resin of
required grade & strength/ holding down bolts of
standard specification including cost conveyance
taxes of all materials with cost of all labour T&P &
other machineries required for the work complete 307200.000 CCm 1.01 #VALUE! #VALUE!
in respects as per direction of the Engineer-in-
Charge. The bearing should confirm to the latest
MOST specification & IRC codes & should be
tested before use( test certificate to be furnished)

16.00 Providing fitting & fixing strip seal expansion joints

at the edges of the slab with suitable anchoring
arrangements by 12mm. M.S. Bars as per MOST
design & drawing including fitting, fixing & welding
with 6 mm. plates & filling joints of wearing coat
with bitumen joint filler 12 mm. thick & joint
sealing compound at top including painting of
exposed surface of M.S. covered plates with 37.500 Rmt 10609.85 #VALUE! #VALUE!
anticorrosive bitumanstic paint etc. with cost,
conveyance taxes of all materials labour & T&P
etc. complete in all respects as per specification
& direction of the Engineer-in-Charge.

17.00 Providing C.I. grating to holes in deck slabs size

upto 15 cm dia for drainage of water including
cost of materials & T&P required for the work as 56.000 Nos 43.89 #VALUE! #VALUE!
directed by the Engineer-in-Charge.
18.00 Rough stone dry packing in aprons and
revetments of desgned thickness on slope using
30cm and above size hard broken granite stones
of approved quality free from weathering skin and
from approved quarry including filling the
interestices with small stones spalls etc. with
cost, conveyance and royalty and with all leads
and lifts and taxes of all materials and labour T&P 777.410 Cum 1599.02 #VALUE! #VALUE!
etc. complete in all respects (the weight of each
stone shall not be less than 50kg to 70kg) as per
specification and direction of Engineer-in-charge.

19.00 Providing 600mm thick filter media in the rear of

abutment and wing walls with 5cm size and down
graded hand broken granite metal of approved
quality from approved quarry as per specification
and direction of the Engineer-in-charge including 46.065 Cum 1829.74 #VALUE! #VALUE!
cost, conveyance royalty and taxes of all
materials T&P articles required for the work etc.
complete.

20.00 Back filling behind abutment, wing wall & return

wall with granular material including all cost,
carriage, royality & labour as per specification & 423.680 Cum 2494.46 #VALUE! #VALUE!
direction of the Engineer-in-Charge.

21.00 Providing granular sub-base using gravel having

CBR value not less than 20 & PI value not more
than 6 mix with required proportion of sand of
approved quality including cost, conveyance,
royalty & taxes including cost of T&P articles
required for the work etc. complete & labour for
spreading moorum in layers not exceeding 23cm.
thickness watering & compacting to the required
density at OMC with power road roller including 854.060 Cum 1106.00 #VALUE! #VALUE!
cost & carriage of water, all T&P articles with hire
& running charges of machineries such as PRR
etc. required for the work complete in all respect
as per specification & direction of the Engineer-in-
charge
22.00 Supplying and fixing of RCC Guard post of 150
mm dia and IM long in RCC (1:2:4) using 20mm
down graded size h.g chips including all labours, 24.000 Nos 105.68 #VALUE! #VALUE!
materials ,carriage ,royality & taxes of etc.
complete.

23.00 Earth work in all kinds of soil from approved

borrow areas including all leads & lifts & carriage
with manual means on properly prepared &
scientifically approved surface including
spreading leveling earth in 22.50 cm. layers to
11197.350 Cum 237.38 #VALUE! #VALUE!
make ready for compaction with PRR to bring it
upto OMC condition as per specification &
direction of Engineer-in-Charge.

24.00 Earth work in all kinds of soil from approved

borrow areas including all leads & lifts & carriage
with mechanical means on properly prepared &
scientifically approved surface including
spreading leveling earth in 22.50 cm. layers to
1244.150 Cum 127.56 #VALUE! #VALUE!
make ready for compaction with PRR to bring it
upto OMC condition as per specification &
direction of Engineer-in-Charge.

25.00 Clearing grass & removal of rubbish on both sides

of the road to facilitate widening berms, disposal
of stuff including all labours, T&P articles as per 3250.000 Sqm 1.70 #VALUE! #VALUE!
specification & direction of Engineer-in-Charge.

26.00 Fine dressing & turfing to the slopes of the dam

with compacted dud grass with all leads & lifts as
per specification & direction of Engineer-in- 1000.000 Sqm 17.82 #VALUE! #VALUE!
Charge.
27.00 Providing 75mm. compacting thickness metalling
with following size of metal including cost,
conveyance, royalty & taxes including cost of T&P
articles required for the work etc. complete &
labour for spreading & laying metal of all sizes in
layers to proper camber & grade including hand
packing & compacting with PRR conveying
moorum from stacks,filling the interstics
spreading the same over the metalled surface in
required quantities watering,including carriage of
water consolidating with PRR including hire &
running charges of PRR & all other machineries
cost & conveyance of water T&P articles
excluding the cost of metal & moorum required
for the work etc. complete as per specification &
direction of the Engineer-in-Charge

27.01 IRC Grade-II

196.310 Cum 2289.00 #VALUE! #VALUE!

27.02 IRC Grade-III

154.130 Cum 2357.25 #VALUE! #VALUE!

28.00 Providing & applying primer coat with bituminous

emulsion on prepared surface of granular sub-
base including clearing of road surface & sparying
primerat the rate of 0.6Kg/sqm using mechanical 2055.000 Sqm 19.14 #VALUE! #VALUE!
means as per Clause 502 of MOSRT&H
Specifications for Road & Bridge works ( 4th
revision )

29.00 Providing bituminous Tack Coat of bituminous

materials @ 3.00kg/ 10 Sqm including primer
coat including cleaning the existing mettaled with
all cost,carriage, royality of all materials , hire &
running charges of mechinaries, T & P etc
2055.000 Sqm 10.14 #VALUE! #VALUE!
complete as directed by the Engineer in charge
and as per MORTH Technical Specification
Clause No. 503 and 501.
30.00 Providing, laying and rolling of open-graded
premix carpet of 20 mm thickness composed of
13.2 mm to 5.6 mm aggregates using S-60/70
penetration grade bitumen to required line, grade
and level to serve as wearing course on a
previously prepared base, including mixing in a
suitable plant, laying and rolling with a three
wheel 80-100 kN static roller capacity, finished to
required level and grades to be followed by seal 2055.000 Sqm 136.94 #VALUE! #VALUE!
coat as per Technical Specification Clause 508 of
MoRD including cost, lead, lift royality and taxes
of all materials, hire & running charges of
mechinaries , T &P etc complete and as per
direction of the Engineer -in- charge.

31.00 Providing & applying premix seal coat using 0.06

cum of 6mm. Size chips & down graded as per
sieve analysis & good river sand & 6.8 kg. of
bitumen for 10sqm including hire & running 2055.000 Sqm 54.60 #VALUE! #VALUE!
charges of mechinaries , labour, T&P required for
the work as per specification & direction of
Engineer-in-Charge.
32.00 Construction of un-reinforced, plain cement
concrete pavement, thickness as per design, over
a prepared sub base, with 43 grade cement or
any other type as per Clause 1501.2.2 M30
(Grade), coarse and fine aggregates conforming
to IS:383, maximum size of coarse aggregate not
exceeding 25 mm, mixed in a concrete mixer of
not less than 0.2 cum capacity & appropiate
weigh batcher using approved mix design, laid in
approved fixed side formwork (Steel channel,
laying & fixing of 125 micron thick polythene film,
wedges, steel plates including levelling the
formwork as per drawing), spreading the concrete
with shovels, racks, compacted using needle,
screed and plate vibrators & finished in continious 106.880 Cum 6252.10 #VALUE! #VALUE!
operation including provision of contraction &
expansion, construction joints, applying
debonding strips, primer, sealant, near
approaches to bridge / culvert and construction
joints, admixtures as approved, curing of concrete
slabs for 14 days, water finishing to lines and
grade as per drawing and Technical
Specificatiopn Clause 1501 & as per the direction
of the Engineer-in-charge.

33.00 Cement washing 2 coats including cost of all

materials and labours etc complete as per 760.470 Sqm 21.60 #VALUE! #VALUE!
derection of Engineer-in-charge.
34.00 Painting two coats over a coat of primer with
approved synthetic enamel paint in all shades on
new plastered/concrete surfaces as per drawing 329.440 Sqm 31.50 #VALUE! #VALUE!
and technical specification under section 1700 of
MORD.
 35.00 Providing weep holes in the abutment & wing
walls 8.00cm. X 23.00cm. size including metal
spall backing 30cm X 30cm. size in rear complete
as per the approved design & drawing including
providing centering & shuttering with cost,
262.400 Rmt 105.68 #VALUE! #VALUE!
conveyance, royality & taxes of all materials T&P
articles etc. complete in all respects as per
specification & direction of the Engineer-in-
Charge.

36.00 Laying & fixing in position RCC span pipes of

following size (NP3) with collars or enclosing the
joints with cement concrete(1:2:4) including cost
of hume pipes, all labour T&P etc. & conveying
the hume pipes from the approved stacking yard
at road side with all leads & lifts etc. complete,
including cost, carriage & all taxes of concrete
pipes as per direction of Engineer-in-Charge.

36.01 (i) 600mm dia

7.500 Rmt 2278.38 #VALUE! #VALUE!

36.02 (ii) 1000mm dia

7.500 Rmt 5167.08 #VALUE! #VALUE!

Total in Figures #VALUE! #VALUE!

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0.00 #VALUE!

Quoted Rate in Words #VALUE!

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