SUB SECTION 7.1 BILL OF QUANTITIES (Road works)

00-034Sabarmati River Front Development Corporation Ltd.
00-034Page:7
SUB SECTION 7.1
BILL OF QUANTITIES (Road works)
Sr.
No.
1
2
MOST
Specifications
Description
Unit
Clause 201
Cleaning and grubbing of top soil, cutting ,
removing and disposing of all materials such
as trees, bushes, shrubs, stumps, roots, grass,
weeds, top organic soil not exceeding 100
mm in thickness, rubbish etc. and disposal of
cleared materials. stacking of useful material
with all lead and lift as per MORT&H
specification.
hac
Clause 201
Cleaning, removing and disposing of debris
etc from site and disposing the same as
directed by engineer in charge with all lead Cum.
and lift and stacking of useful material as per
MORT&H specification.
Estimated
Quantity
20
7500
Dismantling of structure. The contractor rate
includes all necessary machinery, labour for
dismantling, constructing of ring bund, shoring,
strutting, dewatering, finishing the broken
edges, etc. complete as instructed by engineer
In charge including disposing of dismantled
material with all lead and lift.
3
PCC
Cum.
RCC
Cum.
80
Masonry
Cum.
120
4
Earthwork in excavation necessary for
construction
of
roadway/shoulder/verge/median etc. in all
types of soil for all lift to the required lines,
Clause 301& 304 grades and cross-sections shown in the Cum.
drawings or as directed by the Engineer
including stacking the required and suitable
material and disposal of unwanted materials
for all lead etc. complete.
11452
5
Clause 305
Construction of sub grade and earthen
shoulder satisfying the requirements of
minimum soaked CBR value of 7 with
Cum.
approved material obtained from borrow area
with all lifts and lead and rolling, watering all
complete as per Technical Specification.
96643
6
Clause 305
Providing & Filling in median/island with
approved available material with all leads and
Cum.
lifts and watering, compaction by ramming etc.
complete as per technical specifications.
7853
Clause 401
Construction of Granular Sub-Base by
providing machine crushed close graded black
trap aggregate of Grade - I, spreading in
uniform layers with motor grader on prepared
Cum.
surface, mixing by mix in place method with
rotavator at OMC, and compacting with
vibratory roller to achieve the desired density,
complete as per technical specification
21438
7
40
Unit Rate
(Rs.)
Amount
(Rs.)
00-034Sabarmati River Front Development Corporation Ltd.
Sr.
No.
MOST
Specifications
Description
00-034Page:8
Unit
Estimated
Quantity
Clause 406
Providing and Laying Wet Mix Macadam with
clean machine crushed black trap aggregate,
premixed with water to a dense mass on a
prepared sub grade/sub base to template in
uniform thickness and consolidation with
Cum.
power road roller of 8 to 10 tonne capacity in
stages to proper grade and camber, rolling
with protecting edges, lightening, guarding,
barricading, maintaining up to the stage of
construction etc.
20123
Clause 502
Providing and laying single coat of low
viscosity bituminous primer coat over
granular surface/WMM with bitumen of grade
80/100 @ 8.0 to 9.0 Kg./10 sq.m. using self
Sqm.
propelled sprayer equipped with self-heating
arrangement, pump, compressor and spraying
bars with nozzles having constant volume or
pressure system complete.
78528
10
Clause 507
Providing
and
laying
dense
graded
bituminous macadam with 100-120 TPH
batch type HMP producing an average output
of 75 tonnes per hour using crushed
aggregates of specified grading, premixed with
bituminous binder(60/70) @ 4.25 per cent by Cum.
weight of total mix, transporting the hot mix to
work site, laying with a sensor paver to the
required grade, level and alignment, rolling
with smooth wheeled, vibratory and tandem
rollers to achieve the desired compaction
7068
11
Clause 503
Providing and applying evenly tack coat with
liquid bitumen(80/100) content of 2.0 to 2.5 Sqm.
kg/10 sq.m. on subsequent layer of DBM.
78528
Clause 512
Providing & laying Asphaltic Concrete with
100-120 TPH batch type hot mix plant
producing an average output of 75 tonnes per
hour using asphalt grade of 60/70 @ 5.0% of
the weight of the total mix with aggregate sizes
Cum.
specified in specification, transporting the hot
mix to work site, laying with a sensor paver to
the required grade, level and alignment, rolling
with smooth wheeled, vibratory and tandem
rollers to achieve the desired compaction.
3141
8
9
12
13
Add or deduct for variance in actual quantity
of bitumen used against the specified quantity
in the Technical Specifications in the items of
dense grade bituminous macadam and
asphaltic concrete.
tone
36
14
Add or deduct for variance in actual quantity
of emulsion used against the specified
quantity in the Technical Specifications in the
items of prime coat and tack coat.
tone
14
Unit Rate
(Rs.)
Amount
(Rs.)
00-034Sabarmati River Front Development Corporation Ltd.
Sr.
No.
16
17
18
19
20
MOST
Specifications
Description
00-034Page:9
Unit
Estimated
Quantity
Clause 1700
Providing and laying of plain cement concrete
of P.C.C.M15 grade below man hole, catch pit,
footpath, guide wall, retaining wall and other
Cum.
structures as per the specifications and as per
drawing and as directed by the Engineer. Rate
shall include cost of formwork if any.
1380
Clause 601
Providing and laying of dry lean cement
concrete (DLC) of M15 grade below cycle
track and footpath and compacting the same
with 8 to 10 Tone vibratory roller as per the Cum.
specifications and as per drawing and as
directed by the Engineer. Rate shall include
cost of formwork if any.
5178
Clause 602
Road work : construction of unreinforced,
dowel jointed, 150 mm thick M25 grade
plain cement concrete pavement as per
Specifications and in conformity with the lines,
grades and cross sections shown on the
drawings. The work shall include furnishing of
all plant and equipment, materials and labour
and performing all operations in connection
with the work, as approved by the Engineer. Cum.
The unit rate also includes full costs of
contraction, expansion , construction and
longitudinal joints. It shall also includes joint
filler, keys, caulking rod, debonding strip,
sealent primer, joint sealent, dowel bar and tie
rod. For construction of road TRIMIX vacume
dewatering system shall be used.(broom
finish)
7767
Clause 1600
Supplying, erecting, placing, lowering in
position by suitable method HYSD(TMT ) Fe
415 reinforcement confirming to IS 1786 of all
categories for retaining wall, catch pit, ramp
and staircase at all levels including cutting to
required length bending, providing hooks if
any, overlapping, binding with 18 gauge
annealed wires, welding if any laying in
position to ensure proper cover specified
during concreting etc complete as directed.
Laps, chairs, hooks for lifting, spacers shall
not be measured and paid for.
tone
396
Clause 1700,
2200
Providing and laying of cement concrete of
R.C.C.M25 grade as per the specifications for
man hole, catch pit, retaining wall and other
structures as per drawing and as directed by Cum.
the Engineer. Rate shall include all required
material and cost of formwork but exclude cost
of reinforcement.
5277
Unit Rate
(Rs.)
Amount
(Rs.)
00-034Sabarmati River Front Development Corporation Ltd.
Sr.
No.
21-a
21-b
22
00-034Page:10
Estimated
MOST
Specifications
Description
Unit
Clause 408
Providing, constructing and laying of precast
exposed concrete kerb stone of size
150mm(w) x 250mm(d) or special size st
curvature, junction as per the architect
requirement shown in the drawing made
out of rubber mould in homogeneous
manner for foot path, cycle track and
parking portion in M-20 grade of concrete on
the foundation prepared of M-10 grade
concrete as per the drawings and as directed
by engineer in charge. The contractor rate
includes cost of foundation along with kerb.
(Sample to be approved)
Rmt
23742
Clause 408
Providing, constructing and laying of precast
exposed concrete kerb stone of size
150mm(w) x 370mm(d) or special size st
curvature, junction as per the architect
requirement shown in the drawing made
out of rubber mould in homogeneous
manner for central verge portion in M-20
grade of concrete on the foundation prepared
of M-10 grade concrete as per the drawings
and as directed by engineer in charge. The
contractor rate includes cost of foundation
along with kerb. (Sample to be approved)
Rmt
13088
Providing and laying interlocking concrete
grey/colored (pigmented) paver blocks over
service road and parking pavement, made with
Technical
cement concrete in the mix Not less than MSqm.
Specification A-12 40. The thickness of block shall be 85 mm.
The contractor unit rate also include providing,
laying & compacting 200mm GSB of CBR not
less than 20.
33558
Quantity
23
Tree Pit - Providing and making tree pit. It
includes excavation up to 1200 mm depth
including removal of the debris, metal and
achieving the natural earth level sufficient for
the growth of the trees. Size of the pit is 900
mm x 900 mm. first 600 mm depth shall be
filled with garden soil. 700 mm dia. NP3 class
hume pipe with 500 mm height to be placed on
the filled garden soil and outside area of the
hume pipe to be filled with the good quality
earth. Hume pipe shall be filled with the
garden soil, farm yard manure and required
pesticides. etc.. completed as directed by
Engineer-in-Charge.
nos
1084
24
Providing and fixing FRC heavy duty Manhole
jali cover without frame of size 900 mm x 900
mm / 900 mm dia etc. comp. around tree pits
in minimum two halves as per drawing and as
directed by engineer in charge.
nos
1084
Unit Rate
(Rs.)
Amount
(Rs.)
00-034Sabarmati River Front Development Corporation Ltd.
Sr.
No.
25
26
27
28
28.1
28.2
28.3
28.4
28.5
MOST
Specifications
00-034Page:11
Description
Unit
Estimated
Quantity
Clause 803
Providing
and
laying
hot
applied
thermoplastic road marking compound in
approved color and shade for road marking
on bituminous/ concrete road surface in edge
line 150mm wide 2.5mm thick using fully
automatic extrusion machine and using
premelter for melting thermoplastic Material
including cleaning the surface of all dirt, dust, Sqm.
and other foreign matter, demarcation at
site/premarking, finishing and managing the
traffic control etc.complete. The thermoplastic
compound shall be of approved color and
shade. Marking to be done as per
specifications, detailed drawings and as
directed.(Yellow)
3926
Clause 803
Providing
and
laying
hot
applied
thermoplastic road marking compound in
approved color and shade for road marking
on bituminous/ concrete road surface in centre
line 100mm wide 2.5mm thick using fully
automatic extrusion machine and using
Sqm.
premelter for melting thermoplastic Material,
including cleaning the surface of all dirt, dust,
and other foreign matter, demarcation at site/
premarking, finishing and managing the traffic
control etc.complete and as per specifications,
detailed drawings and as directed. (White)
1309
Clause 1015
providing and fixing desired thickness
SILFLEX pre moulded compressible filler
board of approved make (Supreme industries
or equivalent) confirming to MORTH
specification (Clause 1015), having minimum
density of 95 kg/Cu. M , Non staining with less
than 1 % water absorption & compression
recovery of 93% minimum as per the
specifications. providing and sealing the gap
with polysulphide sealent of approved make
and quality in retaining wall expansion joint as
per specification and drawings.
Rmt
700
Excavation and back filling of cable trenches
required for laying the cables directly buried in Cum
the ground as per requirement
18270
Cable Trench
Supplying and spreading fine sand for
Cum
protection on cable as per requirement.
Supplying and laying bricks for protection on
No.
cable as per requirement.
Supplying and installation of cable markers as
per drawing made out of M 150 concrete with
cast iron marker complete as per drawing.
NP3 Class RCC Hume Pipe
Crossings of Following Sizes
300mm Dia
150mm Dia
4830
369000
No.
900
Rmt
6500
Rmt
1000
for Road
Unit Rate
(Rs.)
Amount
(Rs.)
00-034Sabarmati River Front Development Corporation Ltd.
MOST
Specifications
Sr.
No.
Description
00-034Page:12
Unit
Estimated
Quantity
Unit Rate
(Rs.)
Amount
(Rs.)
Providing & laying. Double walled corrugated
pipes (DWC) of polyethylene(conforming to IS
14930
II )with
necessary connecting
accessories of same material at required
depth for laying of cable. below ground /
road surface for enclosing cable and
backfilling the same to make ground as per
original.
28.6
(A)50 mm dia
(B)90 mm dia
Rmt
Rmt
400
( C )120 mm dia
Rmt
5500
No.
110
No.
55
No.
55
No.
135
Supplying & doing of Manhole of following size
complete in all respect
(A) Man hole of 2000 (L) x 1200 (W) x 1500
(D)
(B) Man hole of 1600 (L) x 1200 (W) x 1500
(D)
( C ) Man hole of 1200 (L) x 1200 (W) x 1200
(D)
( D ) Man hole of up to 1000 (L) x 1000 (W) x
1000 (D)
28.7
350
Total
Note :
1
Item for which no rate or price has been entered in will not be paid for by the employer when executed and shall be
deemed covered by the other rates and prices in the bill of quantities.
2 Unit rates and prices shall be quoted by the bidder in Indian Rupee.
3 Where there is a discrepancy between the rate in figures and words, the rates in words will govern.
4 No extra payment shall be paid for material testing, bitumen testing of structure and any other tests as required.
5 The unidentified utilities shall be shifted or reconstructed as per prevailing S.O.R rates of R&B Of Government of Gujarat.