BILL No 1- GENERAL ITEMS
Sr.No.
Description
Unit
Quantity
Rate
In Figure
1.01
Establish, operate and maintain field laboratory as per MORT&H Specification 120
including 1 number of Nuclear Moisture Density Equipment (MORT&H
Specification 111.7), owned by the contractor.
Lab.
Month
44
1.02
Provide 4x4 WD minimum 120 PS engine power two nos of vehicles with A/C for
use by the site engineer from PIU Engineer including driver, fuel etc. as per Technical
Specification clause 123
Month
s
96
1.03
Provide Digital Photographs with GPS coordinates, date and time as per special
provisions -100 photographs/set as per Technical Specification clause 124
No. of
sets
250
1.04
Supply of set of edited master video cassette of important site activities with 4 copies
thereof, complete as per MORT&H Specification 121
No. of
sets
20
1.05
Clearing road side vegetation, brush wood mooli bamboos, overgrown grass,
removal of land slides/debarriesof about 10 cum at a place ,Restoration of Rain
Cuts,Filling Pot- holes with approved hard material and Patch Repairs with open graded Premix surfacing, 20mm. and temporary restoration work with form of a
palasiding with empty bags filled with approved quality
earth/sand/moorum/gravel etc as per Technical Specification clause 125.
kmmonth
672
1.06
Roadside Amenities
Construction roadside Amenities including excavtion of foundation, laying of M15
PCC ,brick masonry (1:3) ,plastering of wall 12mm thk (1:3) ,stone Masonry (1:4)
,Centering and shuttering including strutting,propping and removal of form, fifting
of watersupply ,door ,window& electrical fitting complete as per Drawing & CPWD
Specifications
In Word
Amount
1.07
PUBLIC TOILET
No.
1
PUBLIC URINAL
No.
8
BUS SHED
No.
3
BAZAR SHED
No.
5
Office building
Construction office building complete as per Drawing , CPWD Specification &
Technical Specification clause No 122.
Sqm
150
Total Amount Bill No.1 carried to Summary
BILL No 2 - FORMATION CUTTING
Sr.No.
Description
Unit
Quantity
Rate
In Figure
2.01
Clearing and grubbing of road land including uprooting wild vegetation, grass,
brushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such
trees cut earlier and disposal of unserviceable materials and stacking of serviceable
materials to be used or auctioned, upto a lead of 1000m including removal and
disposal of top organic soil not exceeding 150mm in thickness as per MORT&H
Specification 201.
(ii)
By Mechanical Means
A
In area of light jungle
Ha
6.00
B
In area of thorny jungle
Ha
81.00
In Word
Amoun
2.02
Cutting of trees including cutting of trunks,branches and removal of stumps and
root, refilling, compaction of backfilling and stacking of serviceable materials by
manual means with all lifts as per MORT&H Specification 201
(A) Lead upto 1000m.
2.03
2.04
2.05
(i) Girth above 300mm to 600mm.
Nos
549.00
(ii) Girth above 600mm to 900mm.
Nos
295.00
(iii) Girth above 900mm to 1800mm.
Nos
131.00
(iv) Girth above 1800mm.
Nos
65.00
(i) Disposal of cut material with all lifts and leadupto 1000 metres. 100% of total
Quantity
Cum
2622276.00
(ii) Additional haul of surplus earth disposal beyond 1km and upto 3 km (15%)
(Maximum 2Km additional haul)
Cum
382991.00
(iii) Additional haul of surplus earth disposal beyond 3km and upto 6 km (10%)
(Maximum 5Km additional haul)
Cum
255327.00
Spreading & Compaction of Roadway cutting and excavation from drain and
foundation of other structures surplus material at selected disposal location by
Dozer at least four passes in layer wise not more than 300 mm thick.
Cum
1763885.00
Cum
226382.00
Excavation in Hilly Area in all types of excavation (Excavation in hilly areas in all
types and means of excavation such as all types of soil ,soft rocks and ordinary not
requiring blasting ,hard rock requiring blasting ,etc including trimming of slopes
and disposal of cut material ) as per MORT&H Specification 300.
Construction of Embankment with approved material deposite at site from roadway
cutting and excavation from drain and foundation of other structures graded and
compacted to meet requirement of Tables 300.1 and 300.2 as per as per MORT&H
Specification 300.
2.06
2.07
2.08
2.09
2.10
Construction of sub-grade with approved material deposited at site from roadway
cutting and excavation from drain and foundation of other structures graded ,
spreading, grading to required slope and compacted to meet requirement of table
No. 300-2 as per MORT&H Specification 300.
Cum
58355.00
Compacting original ground supporting subgrade (Loosening of the ground upto a
level of 500 mm below the subgrade level, watered, graded and compacted in layers
to meet requirement of table 300-2 for subgrade construction.) as per MORT&H
Specification 300.
Cum
142353.00
Providing and laying of geotextile for drainage & separation with physical
requirement as per MORT&H-702.2.2.3.2 .TABLE 700-4 after preparation of
subgrade as per the specification along the road alignment,geotextile shall be rolled
as indicated in the drawing .The entire rolled shall be placed on the subgrade and
unrolled as smoothly as possible .Wrinkles and folds in the fabric shall be removed
by stretching , as per MORT&H Specification 700.
Sqm
124370.00
Construction of 300 mm wide transverse trench drain within the subgrade filled
up with drainage material @ 50m interval on straight portion road & curve having
center at valley side as per the specification along the road alignment& gradient The
bottom of the trench shall be slope to valley, including providing and laying of
drainage material ,excavation of trench as per drawing or Specification (MORT&H
309.3.7 ,TABLE-300-4,GR.- CLASS-A)
Rm
3358.00
Rm
3500.00
Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with
perforated pipe of 100 mm internal diameter of PVC, closely jointed, perforations
ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe,
with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross
section of excavation 450 x 550 mm. Excavated material to be utilized in roadway at
site ) complete as per drawing or MORT&H Specification section 309
2.11
2.12
Rain cut drain:Construction of rain cut 1 m wide & 0.15 m deep flat V shape at an
interval of 50m to 150 m as per site condition ,drain beyond the shoulder edge at
valley with coating of bitumen @ 1.0 Kg per sqm over the compacted surface
Rm
1245.00
Construction of M20 grade lined surface drains parallel to centre line of the
alignment, grades, levels and dimensions as per drawing and MORT&H
Specification section 309 and 1700
Rm
48041.00
Assistant Engineer,(PIU)
Aizawl, Mizoram.
Executive
Engineer,
Total Amount Bill
No.2 carried
to (PIU)
Summary
Procurement
Aizawl, Mizoram.
BILL No.3 - PAVEMENT WORKS
Sr.No.
Description
Unit
Rate
Quantity
3.01
Cement Treated Soil Sub Base
(i)
Providing, laying and spreading soil on a prepared sub grade, pulverizing, adding 3%
quantity of cement to the spread soil, mixing in place with rotavator, grading with the
motor grader and compacting with the road roller at OMC to achieve the desired
unconfined compressive strength and to form a layer of sub-base, complete as per
MORT&H Specification 403 and Table 400-4
(ii)
Extra for cement quantity beyond 3% for every additional of 0.10% cement content
3.02
Granular Sub-Base with well graded material (Table 400.1)
Cum
101652.00
Mt
3862.00
Cum
2850.0
Cum
30069.00
Construction of granular sub-base by providing close graded material, spreading in
uniform layers with motor grader on prepared surface, addition of water ,mixing and
compacting with vibratory roller to achieve the desired density, complete as per
MORT&H Specification 401
(ii) For Grading I Material. (Table 400-1)
3.03
Excavated rock for shoulder portion
Construction of granular sub-base for shoulder with approved specified graded
material from quarry or surplus roadway cutting , spreading in uniform layers with
motor grader on prepared surface, addition of water ,mixing and compacting with
vibratory roller to achieve the desired density, complete as per MORT&H Specification
401
3.04
Water Bound Macadam
In Figure
In Word
Amou
Providing, laying, spreading and compacting graded stone aggregates to Water Bound
Macadam specification including spreading in uniform thickness hand packing,
rolling with vibratory roller in stages to proper grade and camber, applying and
brooming requisite type of screening/ binding materials to fill up the interstices of
coarse aggregates, watering and compacting to the required density as per MORTH
specification 404
3.05
B, By Mechanical Means: (i) Grading I (b) Using screening crushable type
Cum
31391.0
B, By Mechanical Means: (ii) GradingII (b) Using screening crushable type
Cum
38369.00
Sqm
449907.00
(i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion
distributor at the rate of 0.250 kg per sqm on the prepared Normal Bituminous Surface
with primer and cleaned with Hydraulic broom as per MORT&H Specification Clause
503.
Sqm
331722.00
(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion
distributor at the rate of 0.250 kg per sqm on the prepared granular surface treated
with primer and cleaned with Hydraulic broom as per Technical Specification Clause
503.
Sqm
313909.00
Prime Coat
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared
surface of granular base including cleaning of road surface and spraying primer at the
rate of 1.0 kg/sqm using mechanical means as per MORT&H Specification Clause 502.
((i) Low porosity)
3.06
3.07
Tack Coat
50 mm thick Dense Graded Bituminous Macadam
Dense Graded Bituminous Macadam (Providing and laying dense 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 @ 4.5% by weight of total mix, transporting the hot mix to work
site, laying with a hydrostatic paver finisher with sensor control to the required grade,
level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to
achieve the desired compaction as per MoRTH specification clause No. 505 complete in
all respects.)
(i)
Case - II for Grading II ( 26.5 mm nominal aggregate size ) Table 500.10
(ii)
Extra for Bitumen quantity variation of bitumen content of 0.10 % by weight of mix (to
be adjusted for plus or minus)
3.08
30 mm thick Bituminous Concrete
Cum
15695.00
Mt
75.00
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH
batch type hot mix plant producing an average output of 75 tonnes per hour using
crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 % by
weigh of total mix, transporting the hot mix to work site, laying with a hydrostatic
paver finisher with sensor control to the required grade, level and alignment, rolling
with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction
as per MORTH specification clause No. 507 complete in all respects)
(i)
Using polymer Modified Bitumen (i)for Grading-II ( 13.2 mm nominal aggregate size )
Cum
9417.00
(ii)
Extra for Bitumen quantity variation of bitumen content of 0.10 % by weight of mix (to
be adjusted for plus or minus)
Mt
44.00
3.09
Surface Dressing
Providing and laying surface dressing as wearing course in double coat using crushed
stone aggregates of specified size including layers of bituminous binder laid on prime
coated surface and rolling with 8-10 tonne smooth wheeled steel roller as per
14,270.00
134,384
MORT&H Specification 509
3.10
First layer : 13 mm nominal size chipping and binder as per MORT&H Specification
509
Sqm
118184.00
96.00
11,345
Second layer : 10 mm nominal size chipping and binder as per MORT&H
Specification 509
Sqm
408887.00
69.00
28,213
Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using
HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and
rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2
mm to 0.09 mm (Type-a) aggregates using penetration grade bitumen to the 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 Smooth wheeled roller
8-10 tonne capacity, and finishing to required level and grade)
B. Using modified bitumen as per MoRTH Specification 508
Sqm
17812.00
276.00
4,916
Total Amount Bill No.3 carried to Summary
1,50,578,1
BILL No. 4 - SLOPE PROTECTION WORKS
Sl.
No
Quantity
Description of item
Rate
Am
Unit
In Figure
In Word
4.01
Excavation for Structures Earth work in excavation of foundation of structures as per drawing
and MORT&H specification 304 , including setting out, construction of shoring and bracing,
removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling
with approved material.
Cum
21,552.00
310.00
6,681
4.02
Plain/Reinforced cement concrete in open foundation complete as per drawing and MORT&H
specification 1000,1200,1500& 1700 , placed in foundation and compacted by vibrators including
curing for 14 days..
I. PCC grade M15 Nominal mix 1 : 2 : 4 (hand mixing)
Cum
1,037.00
7,724.00
8,016
4.03
Stone masonry work in cement mortar 1:4 in foundation complete as drawing and MORT&H
specification 1000 & 1400
d) Random Rubble Masonry Main Wall
Cum
15,792.00
5,170.00
81,649
4.04
Back filling behind abutment, wing wall and return wall complete as per drawing and
MORT&H specification 2200 & 710.1.4 of IRC :78
(a) Granular material
Cum
2,015.00
1,894.00
3,816
4.05
Stone masonry work in cement mortar 1:4 for substructure complete as per drawing & technical
specification MORT&H specification 1000 & 1400
Random rubble masonry , Parapet
Cum
316.00
5,170.00
1,636
4.06
Plastering with cement mortar (1:3) on Brick/Stone works as per drawing and MORT&H
specification 1000 & 1300
Sqm
2,311.00
4.07
Cement mortar 1:3 (1cement :3 sand) for 25 mm thick coping as per drawing and MORT&H
specification 1000 & 1300
Between parapet walls
Cum
4.08
Gabion Structure for Retaining Earth (Providing and construction of a gabion structure for
retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m
compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10sqm
having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating
conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100
mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm
galvanised steel wire as per drawing and MORT&H specification 2503.3
Cum
Total Amount Bill No.4 carried to Summary
175.90
406,5
21.00
5,801.00
126,5
13,710.00
3,033.00
41,582
73,238
BILL No. 5 - CROSS DRAINAGE WORKS
Sl
No
5.01
Quantity
Description
Rate
Amount
Unit
In Figure
In Word
Clearing and grubbing of road land including uprooting wild vegetation, grass,
brushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such
trees cut earlier and disposal of unserviceable materials and stacking of serviceable
materials to be used or auctioned, upto a lead of 1000m including removal and
disposal of top organic soil not exceeding 150mm in thickness as per MORT&H
Specification 201.
By Manual Means:- A .In area of light jungle
Ha
0.6
58774.0
35264.40
Ordinary Soil A.Manual means (i) upto 3m depth
Cum
39698
310
12306380.00
Ordinary rock (not requiring blasting) A.Manual means (i) upto 3m depth
Cum
3031
387
1172997.00
5.03
Provide M15 plain cement concrete levelling course below culverts, pipe bedding
,pipe credle ,pipe encasing ,wingwalls, catch pits, parapet wall ,cross drains chute
etc. complete as per Drawings and MORT&H Specification 1500,1700 & 2100.
Cum
3553
7724
27443372.00
5.04
Provide M20 plain cement concrete levelling course in catch pit complete as per
Drawings and MORT&H Specification 1500,1700 & 2100.
Cum
45
8626
388170.00
5.05
Provide coursed rubble masonry in cement mortar 1:4 in wing wall ,head wall of
pipe culvert, catch pits , chute&apron complete as per Drawings and MORT&H
Specification 1400 and 2500.
Cum
14587
5404
78828148.00
5.02
Excavation for Structures Earth work in excavation of foundation of structures as
per drawing and MORT&H specification 304 , including setting out, construction
of shoring and bracing, removal of stumps and other deleterious matter, dressing
of sides and bottom and backfilling with approved material.
5.06
Plain/Reinforced cement concrete M25 in sub-structure complete as per drawing
and MORT&H Specification
cum
1375
9449
12992375.00
5.07
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete
as per drawing andMORT&H Specification 1600
MT
138
84851
11709438.00
5.08
Filling over pipe, backfilling behind abutments, wing walls etc. with selected
earthen material complete as per MORT&H Specification 305 and 2907.
Cum
10668
677
7222236.00
5.09
Providing ,Laying and jointing NP4 Reinforced Cement Concrete Pipe NP4 1000
mm diametre for culvert on concrete craddle bedding of in single row including
flush joint with cement mortar 1:2 complete as per MORT&H Specification 2905
and 2906.
RM
2948
12285
36216180.00
5.10
Provide 12mm thick cement mortar 1:3 plastering in catch pits complete as per
Drawings and Technical Specification Clause 1312.
Sqm
5338
176
939488.00
5.11
Providing and laying of Filter media with granular materials/stone crushed
aggregates satisfying the requirements laid down in clause 2504.2.2. ofMORT&H
Specification to a thickness of not less than 600 mm with smaller size towards the
soil and bigger size towards the wall and provided over the entire surface behind
abutment, wing wall and return wall to the full height compacted to a firm
condition complete as per drawing
Cum
1133
1850
2096050.00
5.12
Providing and laying Pitching on slopes laid over prepared filter media including
boulder apron laid dry in front of toe of embankment complete as per drawing and
MORT&H Specification 2504
cum
236
1898
447928.00
5.13
Providing and laying Filter material underneath pitching in slopes complete as per
drawing and MORT&H Specification 2504
cum
118
2052
242136.00
Total Amount Bill No.5 carried to Summary
235,092,334.32
BILL No 6 - KM STONE & ROAD SIGN
Sl.No.
Description
Unit
Quantity
Rate
In Figure
6.01
Am
In Word
Providing and fixing of retro- reflectorised cautionary, mandatory and
informatory sign as per IRC :67 made of encapsulated lens type reflective
sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick
supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to
the ground by means of properly designed foundation with M15 grade cement
concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved
drawing
(i)
90 cm equilateral triangle
each
12
9537.00
1
(ii)
60 cm equilateral triangle
each
35
5873.00
2
(iii)
60 cm circular
each
65
8271.00
5
(iv)
80 mm x 60 mm rectangular
each
50
11992.00
5
(v)
60 cm x 45 cm rectangular
each
45
8026.00
3
(vi)
60 cm x 60 cm square
each
30
9726.00
2
6.02
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and
erecting direction and place identification retro-reflectorised sign asper IRC:67
made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over
aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a
mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 45 x 45
Sqm
12
22127.00
2
x 60 cm, 60 cm below ground level as per approved drawing)
6.03
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising
Glass Beads on Bituminous Surface (Providing and laying of 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 .The finished surface to be level, uniform and free from
streaks and holes.)
6.04
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including painting and
printing etc)
Sqm
10382.
1155.00
11,9
(i)
5th kilometre stone (precast)
each
8
5047.00
(ii)
Ordinary Kilometer stone (Precast)
each
33
3057.00
1
(iii)
Hectometer stone (Precast)
each
166
830.00
1
6.05
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of
standard design as per IRC:25-1967, fixed in position including finishing and
lettering but excluding painting)
each
600
769.00
4
Total Amount Bill No.6 carried to Summary
15,10
BILL No. 7 - ROAD SAFETY MEASURES
Sl.No.
Description
Unit
Quantity
Rate
In Figure
7.01
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W"
metal beam crash barrier comprising of 3 mm thick corrugated sheet metal
beam rail, 70 cm above road/ground level, 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 75 x 5 mm,
330 mm long complete as per MORT&H Specification 811
Total Amount Bill No.7 carried to Summary
Rm
1,300
5,397.00
Amount
In Word
7,016,100.00
7,016,100.00
BILL No. 8 - ENVIRONMENTAL MANAGEMENT ITEMS
Sl.No.
Description
Unit
Quantity
Rate
In Figure
8.01
8.02
8.03
a
b
Amoun
In Word
Vegetated bamboo crib wall :
Construction of Vegetated bamboo crib wall width 1.2m & height 1.5 m
including providing &supplying bamboo,binding wire, cutting, plantation of
vegetation / grass ,making benching & backfilling .
Rm
6,500.0
660.0
4,290,00
Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on
embankment slope, verges or other locations shown on the drawing or as
directed by the engineer including preparation of ground, fetching of rods
and watering complete as per MORT&H Specification 307
Sqm
21,200.0
73.0
1,547,60
(A) MITIGATION /
ENHANCEMENT
COMPONENT
STAGE
AIR
Construction
WATER
Preconstruction
ITEM
Sprinkling of water in the
settlement and working area as
per instruction of SC
Month
48
20,000.0
960,000.0
No.
3
90,000.0
270,000.0
Hand pump
c
d
e
f
FLORA
CONSERVATION OF
BIODIVERSITY
Construction
Construction
STABILITY OF SLOPES
ENVIRONMENTAL
ENHANCEMENTS
Compensatory afforestation, in
accordance with Forest
Conservation Act (1980) as per
guideline provided in EMP
No
1000
500.0
500,000.0
Additional tree plantation along
valley slopes as per guideline
provided in EMP .
No
15000
30.0
450,000.0
Maintenance Grant to local
NGOs for ensuring survival as
per guideline provided in EMP .
No
15000
30.0
450,000.0
Provision of bamboo tree guards
for the trees 500m on either side
of villages as per guideline
provided in EMP.
m
3000
50.0
150,000.0
Provision of barbed wire fencing
along realignment guideline
provided in EMP .
m
2000
150.0
300,000.0
Mitigation designs for
endangered plant species as per
guideline provided in EMP.
m
250
200.0
50,000.0
sq. m.
40000
60.0
2,400,000
No.
4
75,000.0
Bioengineering measures for
protection of slopes
As per guideline provided in
EMP.
Construction
Enhancement of water
harvesting points
300,000.0
8.04
(B) MITIGATION /
ENHANCEMENT
COSTS
Monitoring
a
b
AIR
WATER QUALITY
Construction
Construction
Operation
c
NOISE
Construction
Operation
Monitoring near all hot mix
plant locations approved by the
Engineer as per NAAQS ,2009
CPCB
No. of
Samples
Monitoring at construction sites
in tandem with construction
Engineer as per NAAQS ,2009
CPCB
12
5000 for 3sample set
60,000.0
No. of
Samples
12
5000 for 3sample set
60,000.0
At locations specified in the
monitoring plan as per IS 10,500
& IS 2296
No. of
Samples
10
5,000.0
50,000.0
At four locations specified in the
Monitoring Plan as per IS 10,500
& IS 2296
No. of
Samples
10
5,000.0
50,000.0
At equipment yards as directed
by the Engineer as per CPCB
guideline 1989
No. of
Samples
40
1,000.0
40,000.0
At locations of compensatory
plantation, All along the
corridor as per CPCB guideline
1989
No. of
Years
3
30,000.0
90,000.0
d
Bio Engineering
Measures
Construction
Operation
e
8.05
a
b
Bio Diversity study
Monitoring survival
Monitoring effectiveness
No. of
Visits of
Monitoring
team
3
50,000.0
150,000.0
No. of
Visits of
Monitoring
team
3
50,000.0
150,000.0
Half yearly
3
50,000.0
150,000.0
Construction
& operation
Monitoring of impact on
biodiversity
Operation
Erection of hoardings indicating
the biological diversity, and
scenic views along the project
route
No.
20
5,000.0
100,000.0
Holding meetings for policy
planning and subsequent review
meetings with the Revenue
Department, local
representatives, town-planning
authorities, NGOs, etc.
regarding development controls
especially w.r.t biodiversity
preservation and landuse
development studies
Year
2
100,000.0
200,000.0
Data processing, administrative
Month
48
30,000.0
(C) TRAINING &
MOBILISATION
Advocacy and policy
making
Administrative charges
Construction
1,440,000
c
including Logistics
support, stationery etc.
Miscellaneous items
Digital Camera for the
Environmental Cell
No
1
40,000.0
40,000.0
Portable sound level meter
No
2
25,000.0
50,000.0
Total Amount Bill No.8 carried to Summary
14,297,600
BILL No.9 - SPECIAL PROVISION
Sl.No.
Description
Unit
Quantity
Rate
In Figure
Amount
In Word
Land Slide clearing MORTH 301.3.9
9.01
Disposal of land slide material with all lifts and lead upto 1000 metres
complete as per MORTH 301.3.9
Cum
89,640
51.0
4,571,640.0
9.02
Disposal of landslide material for additional haul involving beyond 1km
and upto 6km complete as per MORTH 301.3.9
Cum
44,820
29.1
1,304,262.0
9.03
Cement Treated Crushed Rock or combination as per clause 403.2 and
table 400.4in Sub base/ Base (Providing, laying and spreading Material on
a prepared sub grade, adding the designed quantity of cement to the
spread Material, mixing in place with rotavator, grading with the motor
Cum
2,600
grader and compacting with the road roller at OMC to achieve the desired
unconfined compressive strength and to form a layer of sub-base/base.,
complete as per MORT&H Specification 403. (For week base course
material to be decided by the Engineer on the basis of laboratory test
specified MORT&H specification 403.2.
Total Amount Bill No.9 carried to Summary
Bill No. 10 - DAYWORKS
10.01
Dayworks
Use of contractor's equipment inclusive of all costs for run time only
Cranes 3 tonnes
Hours
100
624.5
62,450.0
Dozer D - 50 - A 15
Hours
100
3,142.0
314,200.0
Hydraulic Excavator of 1 cum bucket
Hours
300
1,781.2
534,360.0
Tipper - 5 cum
Hours
1,000
532.5
532,500.0
Motor Grader 3.35 m blade
Hours
100
3,590.1
359,010.0
Generator 33 KVA
Hours
500
609.3
304,650.0
Concrete Mixer 1 cum
Hours
500
287.0
143,500.0
Needle Vibrator
Hours
500
240.0
120,000.0
Plate Compactor
Hours
500
278.0
139,000.0
10.02
Water Tank
Hours
500
736.0
368,000.0
Tractor
Hours
500
573.2
286,600.0
Mason/Mistri
Mandays
300
500.0
150,000.0
Other skill labor/Electrician/Mechanics/carpenter etc
Mandays
100
500.0
50,000.0
Unskill Labor
Mandays
1,000
350.0
350,000.0
Supply of Labor including tools and plants
Total Amount Bill No.10 carried to Summary
SUMMARY OF COST
29,660,172.0
Cost
Sl
No.
(in INR)
Bill No.
In figure
1.
General Items
2.
Formation Cutting
3.
Pavement works
4.
Slope protection works
5.
Cross drainage works
6.
Km stones and road signs
7.
Road safety measures
8.
Environmental
management items
9.
Special provisions
10.
Day works
In words