project estmate (weigh bridge)excl.2007-final.xls
TRANSCRIPT
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Sl.No. Dscription Reference Amount (Rs.)
1 PART - A :- Road Works Estimate Pt.-A Rs.69,431,690.00
2 PART - B :- Building Works Estimate Pt.-B Rs.5,335,502.00
3 PART -C :- Mechanical Works Estimate Pt.-C Rs.30,192,334.00
Rs.104,959,526.00
4PART -D :- Elctrical Works @ 10% of Estimated
Cost of Sl. 1, 2, 3.Rs.10,495,952.60
5 PART -E :- Computerization (Lumpsum) Rs.5,000,000.00
6 Total of all Works (Sum of Sl. Nos.1 to 5) Rs.120,455,478.60
7 Contingencies @ 2.8% of Sl.6 Rs.3,372,753.00
8 Total Estimated Cost Rs.123,828,231.60
9 Quality Control @ 1% of Sl.8 Rs.1,238,282.00
10 Agency Charges @ 9% of Sl.8 Rs.11,144,541.00
11 Estimated Cost of works (Sum of Sl: 8,9,10) Rs.136,211,054.60
12PART -F :- Land Acquisition & Utility Shifting (
Lumpsum)Rs.4,000,000.00
13Total Estimated Cost of the project (Sum of Sl.
11,12)Rs.140,211,054.60
Say Rs.140,200,000.00
For four nos. of sites (4x Rs. 14,02,00,000.00) Rs.560,800,000.00
Executive Engineer, NH (BRD-R) Superintending Engineer, NH (P)
O/o the C. E., PWD, NH(Works), Assam, O/o the C. E., PWD, NH(Works), Assam,
Chandmari, Guwahati-3. Chandmari, Guwahati-3.
Chief Engineer, PWD, NH (Works),
Assam, Chandmari, Guwahati-3.
(Rupees Fifty-six Crore, eight lakh) only.
GOVERNMENT OF ASSAM
PUBLIC WORKS (BUILDING & NH) DEPARTMENT
General Abstract of Cost
Installation of Four Weigh Bridges at Jorabat on NH-37, NH-44 between Badarpur-Silchar, NH-53 between
Silchar-Jiribamin the State of Assam & NH-53 between Jirighat-Makru in the State of Manipur under
Guwahati & Silchar NH Division in Assam.
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ANALYSIS B-2 (BUILDING WORKS)
(A) Composite Rate for Assam Type Building Grade-I
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 7,790.00Rs. 7,790.00Rs.
2 Additional Rate for Steel Truss 450.00Rs. Per Sqm of Area 450.00Rs.
3
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
4 Additional Rate for Weather Coat 1% of Basic Rate 77.90Rs.
5 Additional Rate for plastic paint 1% of Basic Rate 77.90Rs.
6 Additional Rate for Normal
preparation of site 1% of Basic Rate 77.90Rs.
7
Additional Rate for Extra plinth height 75.00Rs. 75.00Rs.
8 Additional Rate for Deeper
Foundation 480.00Rs.
Additional depth of
1.0 M 480.00Rs.
9 Additional rate for Ceramic tiles
flooring 1,240.57Rs. Per Sqm of Area 1,240.57Rs.10 Extra Rate for Zypboard false ceiling (
=1024-292.15) 731.85Rs. Per Sqm of Area 731.85Rs.
11 Extra Rate for precoated roofing
sheet (=(769.94-425.09)*1.65) 569.00Rs. Per Sqm of Area 569.00Rs.
12 Extra Rate for precoated roofing
sheet ridging (=(401.74-148.88)) 252.86Rs. Per Sqm of Area 252.86Rs.
13 Extra for difference of cost of steel
(=3*10.76*14.64) 472.58Rs. Per Sqm of Area 472.58Rs.
14 Extra for differnce of cost of cement
(=4*65) 260.00Rs. Per Sqm of Area 260.00Rs.
Total 13,255.56Rs.
(B) Sanitary Rate for Assam Type
Building 8% of Basic Rate 623.20Rs.
(C) Water Supply Rate for Assam Type
Building 5% of Basic Rate 389.50Rs.
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(A) Composite Rate for Assam Type Building Grade-II
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 7,790.00Rs. 7,790.00Rs.
2 Additional Rate for Steel Truss 450.00Rs. Per Sqm of Area 450.00Rs.
3
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
4 Additional Rate for Weather Coat 1% of Basic Rate 77.90Rs.
5 Additional Rate for plastic paint 1% of Basic Rate 77.90Rs.
6 Additional Rate for Normal
preparation of site 1% of Basic Rate 77.90Rs.
7
Additional Rate for Extra plinth height 75.00Rs. 75.00Rs.
8 Additional Rate for DeeperFoundation 480.00Rs.
Additional depth of1.0 M 480.00Rs.
9 Additional rate for Ceramic tiles
flooring 1,030.99Rs. Per Sqm of Area 1,030.99Rs.
10 Extra Rate for Zypboard false ceiling (
=1024-292.15) 731.85Rs. Per Sqm of Area 731.85Rs.
11 Extra Rate for precoated roofing
sheet (=(769.94-425.09)*1.65) 569.00Rs. Per Sqm of Area 569.00Rs.
12 Extra Rate for precoated roofing
sheet ridging (=(401.74-148.88)) 252.86Rs. Per Sqm of Area 252.86Rs.
13 Extra for difference of cost of steel
(=3*10.76*14.64) 472.58Rs. Per Sqm of Area 472.58Rs.
14 Extra for differnce of cost of cement
(=4*65) 260.00Rs. Per Sqm of Area 260.00Rs.
Total 13,045.98Rs.
(A) Composite Rate for Assam Type Building Grade-III
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 7,790.00Rs. 7,790.00Rs.
2 Additional Rate for Steel Truss 450.00Rs. Per Sqm of Area 450.00Rs.
3
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
4 Additional Rate for Weather Coat 1% of Basic Rate 77.90Rs.5 Additional Rate for Normal
preparation of site 1% of Basic Rate 77.90Rs.
6 Additional Rate for Deeper
Foundation 480.00Rs.
Additional depth of
1.0 M 480.00Rs.
7 Additional rate for Ceramic tiles
flooring 877.73Rs. Per Sqm of Area 877.73Rs.
8 Extra Rate for Zypboard false ceiling (
=1024-292.15) 731.85Rs. Per Sqm of Area 731.85Rs.
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9 Extra Rate for precoated roofing
sheet (=(769.94-425.09)*1.65) 569.00Rs. Per Sqm of Area 569.00Rs.
10 Extra Rate for precoated roofing
sheet ridging (=(401.74-148.88)) 252.86Rs. Per Sqm of Area 252.86Rs.
11 Extra for difference of cost of steel
(=3*10.76*14.64) 472.58Rs. Per Sqm of Area 472.58Rs.
12 Extra for differnce of cost of cement
(=4*65) 260.00Rs. Per Sqm of Area 260.00Rs.
Total 12,739.82Rs.
(A) Composite Rate for Assam Type Building Grade-IV
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 7,790.00Rs. 7,790.00Rs.
2 Additional Rate for Steel Truss 450.00Rs. Per Sqm of Area 450.00Rs.
3
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
4 Additional Rate for Weather Coat 1% of Basic Rate 77.90Rs.
5 Additional Rate for Normalpreparation of site 1% of Basic Rate 77.90Rs.
6 Additional Rate for Deeper
Foundation 480.00Rs.
Additional depth of
1.0 M 480.00Rs.
7 Additional rate for Ceramic tiles
flooring 754.61Rs. Per Sqm of Area 754.61Rs.
8 Extra Rate for Zypboard false ceiling (
=1024-292.15) 731.85Rs. Per Sqm of Area 731.85Rs.
9 Extra Rate for precoated roofing
sheet (=(769.94-425.09)*1.65) 569.00Rs. Per Sqm of Area 569.00Rs.
10 Extra Rate for precoated roofing
sheet ridging (=(401.74-148.88)) 252.86Rs. Per Sqm of Area 252.86Rs.
11 Extra for difference of cost of steel
(=3*10.76*14.64) 472.58Rs. Per Sqm of Area 472.58Rs.
12 Extra for differnce of cost of cement(=4*65) 260.00Rs. Per Sqm of Area 260.00Rs.
Total 12,616.70Rs.
(A) Composite Rate for R.C.C. Building Grade-I ( G+1 ) Ground Floor
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 9,150.00Rs. 9,150.00Rs.
2 Additional Rate for Weather Coat 1% of Basic Rate 91.50Rs.
3 Additional Rate for plastic paint 1% of Basic Rate 91.50Rs.
4 Additional Rate for Normal
preparation of site 1% of Basic Rate 91.50Rs.5
Additional Rate for Extra plinth height 112.50Rs. 112.50Rs.
6
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
7 Additional Rate for Pile Foundation 2,000.00Rs. Per Sqm of Area 2,000.00Rs.
8 Additional Rate for Vitrified tiles
flooring 1,240.57Rs. Per Sqm of Area 1,240.57Rs.
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9 Extra for difference of cost of steel
(=6*10.76*14.64) 945.16Rs. Per Sqm of Area 945.16Rs.
10 Extra for differnce of cost of cement
(=7*65) 455.00Rs. Per Sqm of Area 455.00Rs.
Total 14,877.73Rs.
(B) Sanitary Rate for R.C.C. Building 8% of Basic Rate 732.00Rs.
(C) Water Supply Rate for R.C.C. Type
Building 5% of Basic Rate 457.50Rs.
(A) Composite Rate for R.C.C. Building Grade-I ( G+1 ) First Floor
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 7,610.00Rs. 7,610.00Rs.
2 Additional Rate for Weather Coat 1% of Basic Rate 76.10Rs.
3 Additional Rate for plastic paint 1% of Basic Rate 76.10Rs.
4
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
5 Additional Rate for Vitrified tiles
flooring 1,240.57Rs. Per Sqm of Area 1,240.57Rs.
6 Extra for difference of cost of steel
(=4.5*10.76*14.64) 708.87Rs. Per Sqm of Area 708.87Rs.
7 Extra for differnce of cost of cement(=5.5*65) 357.50Rs. Per Sqm of Area 357.50Rs.
Total 10,769.14Rs.
(B) Sanitary Rate for R.C.C. Building 8% of Basic Rate 608.80Rs.
(C) Water Supply Rate for R.C.C. Type
Building 5% of Basic Rate 380.50Rs.
(A) Composite Rate for R.C.C. Building Grade-I ( G+2 ) Ground Floor
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 9,985.00Rs. 9,985.00Rs.
2 Additional Rate for Weather Coat 1% of Basic Rate 99.85Rs.
3 Additional Rate for plastic paint 1% of Basic Rate 99.85Rs.
4 Additional Rate for Normal
preparation of site 1% of Basic Rate 99.85Rs.
5
Additional Rate for Extra plinth height 112.50Rs. 112.50Rs.
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6
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
7 Additional Rate for Pile Foundation 2,000.00Rs. Per Sqm of Area 2,000.00Rs.
9 Additional Rate for Vitrified tiles
flooring 1,240.57Rs. Per Sqm of Area 1,240.57Rs.
10 Extra for difference of cost of steel
(=7*10.76*14.64) 1,102.68Rs. Per Sqm of Area 1,102.68Rs.
11 Extra for differnce of cost of cement
(=8*65) 520.00Rs. Per Sqm of Area 520.00Rs.
Total 15,960.30Rs.
(B) Sanitary Rate for R.C.C. Building 8% of Basic Rate 798.80Rs.
(C) Water Supply Rate for R.C.C. Type
Building 5% of Basic Rate 499.25Rs.
(A) Composite Rate for R.C.C. Building Grade-I ( G+2 ) First Floor
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 7,830.00Rs. 7,830.00Rs.
2 Additional Rate for Weather Coat 1% of Basic Rate 78.30Rs.
3 Additional Rate for plastic paint 1% of Basic Rate 78.30Rs.
4
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
6 Additional Rate for Vitrified tiles
flooring 1,240.57Rs. Per Sqm of Area 1,240.57Rs.
7 Extra for difference of cost of steel
(=5.5*10.76*14.64) 866.40Rs. Per Sqm of Area 866.40Rs.
8 Extra for differnce of cost of cement
(=6.5*65) 422.50Rs. Per Sqm of Area 422.50Rs.
Total 11,216.07Rs.
(B) Sanitary Rate for R.C.C. Building 8% of Basic Rate 626.40Rs.
(C) Water Supply Rate for R.C.C. Type
Building 5% of Basic Rate 391.50Rs.
(A) Composite Rate for R.C.C. Building Grade-I ( G+2 ) Second Floor
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 7,955.00Rs. 7,955.00Rs.
2 Additional Rate for Weather Coat 1% of Basic Rate 79.55Rs.
3 Additional Rate for plastic paint 1% of Basic Rate 79.55Rs.4
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
6 Additional Rate for Vitrified tiles
flooring 1,240.57Rs. Per Sqm of Area 1,240.57Rs.
7 Extra for difference of cost of steel
(=4.5*10.76*14.64) 708.87Rs. Per Sqm of Area 708.87Rs.
8 Extra for differnce of cost of cement
(=5.5*65) 357.50Rs. Per Sqm of Area 357.50Rs.
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Total 11,121.04Rs.
(B) Sanitary Rate for R.C.C. Building 8% of Basic Rate 636.40Rs.
(C) Water Supply Rate for R.C.C. Type
Building 5% of Basic Rate 397.75Rs.
(A) Composite Rate for R.C.C. Building Grade-II ( G+2 ) Ground Floor
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 9,985.00Rs. 9,985.00Rs.
2 Additional Rate for Weather Coat 1% of Basic Rate 99.85Rs.
3 Additional Rate for Normal
preparation of site 1% of Basic Rate 99.85Rs.
4
Additional Rate for Extra plinth height 112.50Rs. 112.50Rs.
5
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
6 Additional Rate for Pile Foundation 2,000.00Rs. Per Sqm of Area 2,000.00Rs.
7 Additional Rate for Vitrified tiles
flooring 1,030.99Rs. Per Sqm of Area 1,030.99Rs.
8 Extra for difference of cost of steel
(=7*10.76*14.64) 1,102.68Rs. Per Sqm of Area 1,102.68Rs.
9 Extra for differnce of cost of cement(=8*65) 520.00Rs. Per Sqm of Area 520.00Rs.
Total 15,650.87Rs.
(A) Composite Rate for R.C.C. Building Grade-II ( G+2 ) First Floor
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 7,830.00Rs. 7,830.00Rs.
2 Additional Rate for Weather Coat 1% of Basic Rate 78.30Rs.
3 Additional Rate for plastic paint 1% of Basic Rate 78.30Rs.4
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
6 Additional Rate for Vitrified tiles
flooring 1,030.99Rs. Per Sqm of Area 1,030.99Rs.
7 Extra for difference of cost of steel
(=5.5*10.76*14.64) 866.40Rs. Per Sqm of Area 866.40Rs.
8 Extra for differnce of cost of cement
(=6.5*65) 422.50Rs. Per Sqm of Area 422.50Rs.
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Total 11,006.49Rs.
(A) Composite Rate for R.C.C. Building Grade-II ( G+2 ) Second Floor
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 7,955.00Rs. 7,955.00Rs.
2 Additional Rate for Weather Coat 1% of Basic Rate 79.55Rs.
3 Additional Rate for plastic paint 1% of Basic Rate 79.55Rs.
4
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
6 Additional Rate for Vitrified tiles
flooring 1,030.99Rs. Per Sqm of Area 1,030.99Rs.7 Extra for difference of cost of steel
(=4.5*10.76*14.64) 708.87Rs. Per Sqm of Area 708.87Rs.
8 Extra for differnce of cost of cement
(=5.5*65) 357.50Rs. Per Sqm of Area 357.50Rs.
Total 10,911.46Rs.
(A) Composite Rate for Assam Type Building over R.C.C. Building Grade-I
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 6,290.00Rs. 6,290.00Rs.
2 Additional Rate for Steel Truss 500.00Rs. Per Sqm of Area 500.00Rs.3
Additional Rate for Aluminum Window 700.00Rs. Per Sqm of Area 700.00Rs.
4 Additional Rate for Weather Coat 1% of Basic Rate 62.90Rs.
5 Additional Rate for plastic paint 1% of Basic Rate 62.90Rs.
6 Additional Rate for Ceramic tiles
flooring 1,240.57Rs. Per Sqm of Area 1,240.57Rs.
7 Extra Rate for Zypboard false ceiling (
=1024-292.15) 731.85Rs. Per Sqm of Area 731.85Rs.
8 Extra Rate for precoated roofing
sheet (=(769.94-425.09)*1.65) 569.00Rs. Per Sqm of Area 569.00Rs.
9 Extra Rate for precoated roofing
sheet ridging (=(401.74-148.88)) 252.86Rs. Per Sqm of Area 252.86Rs.
10 Extra for difference of cost of steel(=3*10.76*14.64) 472.58Rs. Per Sqm of Area 472.58Rs.
11 Extra for differnce of cost of cement
(=4*65) 260.00Rs. Per Sqm of Area 260.00Rs.
Total 11,142.66Rs.
(B) Sanitary Rate for Assam Type
Building 8% of Basic Rate 503.20Rs.
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(C) Water Supply Rate for Assam Type
Building 5% of Basic Rate 314.50Rs.
(A) Composite Rate for Parapet and Super roof of R.C.C. Building
Sr. No. Description Rate Amount
1 Basic Floor Area Rate 450.00Rs. 450.00Rs.
2 Additional Rate for Weather Coat 1% of Basic Rate 4.50Rs.
3 Extra for difference of cost of steel
(=1.5*10.76*14.64) 236.29Rs. Per Sqm of Area 236.29Rs.
4 Extra for differnce of cost of cement
(=2*65) 130.00Rs. Per Sqm of Area 130.00Rs.Total 820.79Rs.
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OTHER WORKS
Sl.
NoItem Unit
Total
Quantity
proposed
1
Supplying, installation, testing, commissioning of Externalwater supply including Rig Boring ( 200mm diameter )
.connection with P.H.E.
Deptt. Water supply source.
a) Boring including fitting & fixing Each 4.00
b) For overhaed RCC water reservoir (Capacity=75,000
Lt., Stagging height= 15m)Each 2.00
c) Distribution pipe lines with fittings
.overhead water tanks on roof if required).Rm 3500.00
2 Providing fire protection and fire fighting works
. design and specifications.
a) For Fire Extinguishing works with CO D.C.P. Soda-
Acid and Foam type fire extinguisher
No.100.00
b) Under ground water tank (capacity=75,000Lt.) No. 2.00
c) Piping network with fire hydrant Rm 3000.00
d)Fire alarm and automatic suppression system No. 1.00
3 Raising low sitearound the building
... forest authority duly
countersigned by D.F.O. concerned).Cu.m 237524.00
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Sl No.
Ref. of
MoSRT&H Items of work Unit Qnty.
Rate as per
SOR 2013--14& Analysis (Rs)
Amount
(Rs)
1 2 3 4 5 6.00 7
A.1/2.3 201 Clearing and grubbing road land including 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 and stacking of serviceable material to be
used or auctioned upto lead of 1000m including
removal and disposal of top organic soil not
eceddeing 150mm thickness
By Manual Means:-
In area of light jungle
Hect. 3.32 26019.00 86,331.00
A.2/3.11 305 Removal of unserviceable soil including excavation,
loading and disposal upto 1000 metres lead but
excluding replacement by suitable soil which shall
be paid separately as per clause 305.
cum 16590.00 52.00 862,680.00
A.3/3.16 305 Embankment Construction with Material
Obtained from Borrow Pits (Construction of
embankment with approved material obtained from
borrow pits with all lifts and leads, transporting to
site, spreading, grading to required slope and
compacting to meet requirment of table 300-2 (
including compensation of earth.)( Including cost of
testing of materials at site and laboratory as
directed by the deptt.)
From private land Cum 72463.00 241.20 17,478,076.00
A.4/3.18 305 Construction of Subgrade and Earthen
Shoulders (Construction of subgrade and earthen
shoulders with approved material obtained from
borrow pits with all lifts & leads, transporting to site,
spreading, grading to required slope and
compacted to meet requirement of table (300-2) (
including compensation of earth.)(a), ( Including
cost of testing of materials at site and laboratory as
directed by the deptt.)
a. from Private land
Cum 12842.00 282.00 3,621,444.00
A.5/3.22 307 Furnishing & laying of the live sods of perennial turf
forming grass on embankment slopes, verges over
the locations shown on the drawings or as directed
by the Engineer including preparation of ground,
fetching of sods and watering.
Sqm 10586.00 27.00 285,822.00
NAME OF WORK :-
PART-A: ROAD WORKS
DETAIL PROJECT EATIMATE
Installation of Four Weigh Bridges at Jorabat on NH-37, NH-44 between Badarpur-
Silchar, NH-53 between Silchar-Jiribamin the State of Assam & NH-53 between Jirighat-
Makru in the State of Manipur under Guwahati & Silchar NH Division in Assam.
Estimate for one site with 2 Nos. weighbridges at either sides
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Sl No.Ref. of
MoSRT&HItems of work Unit Qnty.
Rate as per
SOR 2013--14
& Analysis (Rs)
Amount
(Rs)
1 2 3 4 5 6.00 7A.6/4.2 401 Granular Sub-Base with Coarse Graded Material
(Table: 400-2) (Construction of granular sub-base
by providing coarse graded material, spreading in
uniform layers 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,complete as
per cl. 401( with an initial lead of 5 Km.)
For Grading I material. Cum 2844.00 2353.20 6,692,501.00
A.7/4.9 404 Water Bound Macadam (Providing, laying,
spreading and compacting stone aggregates of
specific sizes to water bound macadam
specification including spreading in uniform
thickness, hand packing, rolling with vibratory roller
8-10 tonnes in stages to proper grade and camber,
applying and brooming requisite type of
screening/binding material to fillup the interstices ofcoarse aggregate,watering and compacting to the
reqd. density ( with an initial lead of 5.0 km. )
By Manual Means
Grading- II
Using Screening Type-B (11.2mm Agg.) Cum 877.00 2965.20 2,600,480.00
Grading- III
Using Screening Type-B (11.2mm Agg.) Cum 877.00 3054.00 2,678,358.00
A.8/5.1B 502 Prime coat (Providing and applying primer coat
with bitumen emulsion on prepared surface of
granular Base including clearing of road surfaceand spraying primer at the rate of specified quantity
using mechanical means.)( Including cost of testing
of materials at site and laboratory as directed by the
deptt.)
B. Primer @ 1.00Kg per sqm
ii) With bitumen emulsion-CSS-1 Sqm. 18960.00 75.00 1,422,000.00
A.9/5.2 503 Tack coat
Providing and applying tack coat with bitumen
emulsion using emulsion pressure distributor at the
rate of 0.20 kg per sqm on the prepared
bituminous/granular surface cleaned with
mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the
deptt.)
I. With Bitumen emulsion CSS-1h
c) Granular surface treated with primer Sqm 56880.00 15.00 853,200.00
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Sl No.Ref. of
MoSRT&HItems of work Unit Qnty.
Rate as per
SOR 2013--14
& Analysis (Rs)
Amount
(Rs)
1 2 3 4 5 6.00 7A.10/5.3 504 Bituminous macadam
Providing and laying bituminous macadam with 100
120 TPH hot mix plant producing an average output
of 75 tonnes per hour using crushed aggregates of
specified grading premixed with bituminous binder,
transported to site, laid over a previously prepared
surface with paver f inisher to the required grade,
level and alignment and rolled as per clause 501.6
and 501.7 to achieve the desired compaction)
(including carriage upto initial lead of 5.00 km from
quarry and carriage of mixed materials upto 10.00
km initial lead from mixing plant ( Including cost of
testing of material at site and laboratory as directed
by the department)
(b) With anti stripping agent as per IS:14982 (Refer
Appendix-5 of MoRT&H specification)
(I) with 60/70 or VG-30 grade paved bitumen
ii) for GradingII(19 mm nominal size) Cum 561.00 9520.80 5,341,169.00
A.11/5.6 507 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 @ 4.0 to 4.5% by weight of total
mix and filler transporting the hot miox to work
site, laying with a hydrostatic paver f inisher with
sensor control to the reqd. grade, lavel and
alignment,rolling with smooth wheeled,vibratory and
tandem rollers to achieve the desired compaction
as per MoSRT&H cl. no. 507. complete in all
respect. ( including carriage up to initial lead of 5.0
km from quarry and carriage of mixed materials up
to 10.0 Km initial lead from mixing plant )( Including
cost of testing of materials at site and laboratory as
directed by the deptt.)
(c) With hydrated lime / cement as filler (refer table
500-9 of MoRT&H specif icat ion) & anti str ipping
agent as per IS:14982 (Refer Appendix-5 of
MoRT&H specification)
(III) with 30/40 or VG-40 grade Bitumen (msa>30)
ii. for Grading-II(19 mm nominal size) Cum 674.00 13390.80 9,025,399.00
A.12/5.8 509 Bituminous Concrete (Providing and layingbituminous 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 to 5.6 % of mix and fil ler transporting the hot
mix to work site, laying with a hydrostatic paver
finisher with sensor control to the reqd. grade, lavel
and alignment,rolling with smooth wheeled,vibratory
and tandem rollers to achieve the desired
compaction as per MoSRT&H cl. no.509. complete
in all respect. ( including carriage up to initial lead of
5.0 km from quarry and carriage of mixed materials
up to 10.0 Km initial lead from mixing plant )(
Including cost of testing of materials at si te and
laboratory as directed by the deptt.)
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Sl No.Ref. of
MoSRT&HItems of work Unit Qnty.
Rate as per
SOR 2013--14
& Analysis (Rs)
Amount
(Rs)
1 2 3 4 5 6.00 7(c) With hydrated lime / cement as filler (refer table
500-9 of MoRT&H specification) & anti stripping
agent as per IS:14982 (Refer Appendix-5 of
MoRT&H specification)
(III) with 30/40 or VG-40 grade Bitumen (msa>30)
ii. for Grading-II(13 mm nominal size) Cum 449.00 16048.80 7,205,911.00
A.13/4.14 407 Construction of Median and Island with Soil Taken
from Borrow Areas
Construction of median and Island above road level with
approved material brought from borrow pits, spread,
sloped and compacted as per clause 407 Cum 2133.00 224.00 477,792.00
A.14/8.2 408 Cast in Situ Cement Concrete M 20 Kerb with
Channel (Construction of cement concrete kerb with
channel with top and bottom width 115 and 165 mm
respectively, 250 mm high in M 20 grade PCC on M10
grade foundation 150 mm thick, kerb channel 300 mmwide, 50 mm thick in PCC M20 grade , sloped towards
the kerb, kerb stone with channel laid with kerb laying
machine,foundation concrete manually all complete as
per clause 408.)
A. Using Concrete Mixer Rm 1964.00 591.00 1,160,724.00
A.15/3.29 309 Underground Drain at Edge of Pavement
(Construction of an underground drain 1 m x 1 m
(inside dimensions) lined with RCC-20 cm thick and
covered with RCC slab 10 cm in thickness on urban
roads) Rm 1539.00 4157.00 6,397,623.00
A.16/12.1 304 Excavation for Structures
(Earth work in excavation of foundation of
structures as per drawing and technical
specification, including setting out, construction ofshoring and bracing, removal of stumps and other
deleterious matter, dressing of sides and bottom
and backfilling with approved material.
I. Ordianry Soil
A. By Manual Means
(I) W ithout Dewatering
(i). upto 3m depth. cum 4740.00 65.00 308,100.00
A.17/12.8 1500,1700
& 2100
Plain/Reinforced cement concrete, in open
foundation complete as per drawing and technical
specification including steel shuttering formwork.
N. without plasticizer
A. PCC Grade M15 cum 316.000 5605.00 1,771,180.00
A.18/9.2 2900 Labour for laying Reinforced cement concrete pipeNP4/NP3/prestressed concrete pipe for culverts on
first class bedding of granular material /cc M-15 in
single row including fixing collar with cement mortar
1:2,and cost of granular bedding but excluding
excavation, protection works, backfilling, concrete
and masonry work in head wall and parapet,cost of
pipe and cost of CC bedding.
'(II) With 1st class bedding of cc M-15
A. 1200mm dia
meter 50.00 172.00 8,600.00
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Sl No.Ref. of
MoSRT&HItems of work Unit Qnty.
Rate as per
SOR 2013--14
& Analysis (Rs)
Amount
(Rs)
1 2 3 4 5 6.00 7A.19 Supply of of RCC Hume-pipe of NP4 1200mm dia
of length 2.5m as per IRC, ISI specification IS:458-
1971 including transportation to the site, loadind &
unloading complete.meter 50.00 7770.00 388,500.00
A.20/8.5 801 Direction and place identif ication sign upto
0.9sqm size board.
Providing and erecting direction and place
identi fication retro-Ref lectrorised sign as per
IRC:67 made of encapsulated lens type reflective
sheeting vide clause 801.3 f ixed over aluminium
sheeting, 2mm thick with area not exceeding
0.9sqm fixed on an angle iron of 25x25x4mm
supported on a mild steel angle iron post 75mm x
75mm x 6mm firmly fixed to the ground by means of
properly design foundation with M-15 grade Cement
concrete 45cm x 45cm x 60cm, 60cm below ground
level as per approved drawing and sign. ( All the
Steel work must be Tata/Sail/or any other approved
brand)
Sqm 10.00 10000.00 100,000.00
A.21/8.6 801 Direction and place identification sign more
than 0.9sqm size board.
Providing and erecting direction and place
identi fication retro-Ref lectrorised sign as per
IRC:67 made of encapsulated lens type reflective
sheeting vide clause 801.3 f ixed over aluminium
sheeting, 2mm thick with area exceeding 0.9sqm
fixed on an angle iron of 25x25x4mm supported on
a mild steel angle iron post 75mm x 75mm x 6mm,
2 nos. firmly fixed to the ground by means of
properly design foundation with M-15 grade Cement
concrete 45cm x 45cm x 60cm, 60cm below ground
level as per approved drawing and sign. . ( Al l the
Steel work must be Tata/Sail/or any other approved
brand)
Sq.m 6.00 11000.00 66,000.00
A.22/8.4 801 Retro reflectorised Traffic sign:
Providing and erect ing of Retro-Reflectrorised
cautionary, mandatory & informatory sign as per
IRC: 67 made of high intensity encapsulated lens
type ref lective sheeting vide clause 801.3, f ixed
over aluminium sheeting, 2 mm thick fixed on an
angle iron of 25x25x4mm supported on a mild steel
angle iron post 75mm x 75mm x 6mm firmly fixed to
the ground by means of properly design foundation
with M-15 grade Cement concrete 45cm x 45cm x
60cm, 60cm below ground level as per approved
drawing and sign. ( All the Steel work must be
Tata/Sail/or any other approved brand)
90cm equilateral traingle Each 6.00 4900.00 29,400.00
60cm x60cm square Each 6.00 5200.00 31,200.00
60cm circular Each 6.00 4200.00 25,200.00
80cmm x 60 cm rectangular Each 6.00 5300.00 31,800.00
60cmm x 45 cm rectangular Each 6.00 5200.00 31,200.00
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Sl No.Ref. of
MoSRT&HItems of work Unit Qnty.
Rate as per
SOR 2013--14
& Analysis (Rs)
Amount
(Rs)
1 2 3 4 5 6.00 7A.23/8.51 810 Providing reflective pavement marker with Micro
prismatic lens in both direction having thermoplastic
body adhering to the specification and guidelines of
MoSRT&Hs fixed to the road surface using the
adhesives and the procedures recommended by the
manufacturers with three months replacement
warranty and free maintenance.
Each 500.00 298.00 149,000.00
A.24/8.52 810 Traffic cones: With rubber base and reflective of 7
inch sleeve, height= 750mm, bottom square:
385mm and weight 4.00 kgEach 30.00 700.00 21,000.00
A.25/8.53 810 Providing Inter linking chain link for traffic cones Rm 20.00 45.00 900.00
A.26/8.53 810 Providing metal tubular delineator (50mm dia and
1.25mm thick) with 15cm reflector made of heighintensity grade retro reflectorised sheeting around
the pipe at top covered with wire mesh of 20cm
length with two nos of similar reflective bands and
bottom fastener M.S. angle including firmly fixing
the delineator to the ground by means of CC(M-15)
foundation of size-(25cmx25cmx25cm), 25cm
below ground to the true line and level as directed
by the deptt. With six months replacement warranty
and free maintenance.
1000mm height. Each 200.00 596.00 119,200.00
A.27/8.47 810 ProvidingSparkle Solar Road Studs, manufactured
by Tata B.P. Solar India Ltd. Of size(125mmx125mm), 90mm height (from bottom of
shank to the top of stud) with detachable battery,
m6LEDs-three on each side for Bi-directional
studs/3 LEDs on one side for unidirectional studs,
ultra bright LED in amber and red colour, weight per
stud 700+25 gms, flash rate of 50-65 times per
minute completely water resistant and weather
proof with replacement warranty and free
maintenance fro one year from the date of
installation of stud on road-(installation should be
made using adhesives and procedures
recommended by manufacturer under the
supervision of their competent technician).
Bi-directional Stud- Each 20.00 3500.00 70,000.00
A.28/8.13 803 Providing and laying of hot applied thermoplastic
compound 2.5 mm thick including ref lectorising
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 and
conforming to the MoRT&H specifications
sq.m 70.00 750.00 52,500.00
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Sl No.Ref. of
MoSRT&HItems of work Unit Qnty.
Rate as per
SOR 2013--14
& Analysis (Rs)
Amount
(Rs)
1 2 3 4 5 6.00 7A.29/8.50 Providing Linear Delineator System with Diamond
grade reflective sheeting of size 80cmx10cm, fixing
over thin gauge crimped aluminium sheeting with
single colour panels of Yellow/Red/White and fixing
to the object as per specification of the
manufacturer.
each 80.00 480.00 38,400.00
TOTAL (ROAD WORKS) 69,431,690.00
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Sl No.Ref. of
MoSRT&HItems of work Unit Qnty.
Rate as per
SOR 2013--14
& Analysis (Rs)
Amount
(Rs)
1 2 3 4 5 6.00 7
Sl No. Items of work Unit Qnty.
Rate as per
SOR 2004-05/
Analysis (Rs)
Amount
(Rs)
B1 Construction of Civil works of the Assam type
buildings as per approved structural &
architectural drawings and specifications
complete.
a) For Grade-I Buildings Sq.m. 78.00 13255.56 1,033,934.00
B.2 Providing anti-termite treatment work of the
buildings as per approved specification
complete.
(III) In Assam Type buildings
a) For Grade-I Buildings Sq.m. 78.00 165.00 12,870.00
B.3 Providing sanitary arrangements of the
building as per approved drawings, design
specification complete.(III) In Assam Type buildings
a) For Grade-I Buildings Sq.m. 78.00 623.20 48,610.00
B.4 Providing external sanitary arrangements of
the building (septic of 50 users with 110mm
dia PVC soil pipes and 450 x 450 mm inside
inspection chamber where necessary with
necessary arrangement for connection with
future sewerage system line) as per approved
drawings, design specification complete.
(I) In R.C.C/Assam type buildings No. 4 80000.00 320,000.00
B.13 Providing internal water supply works as perapproved drawings, design and specification
complete.
(III) In Assam Type buildings
a) For Grade-I Buildings Sq.m. 78.00 389.50 30,381.00
B.14 Supplying, installation, testing, commissioning
of External water supply including Rig Boring (
200mm diameter ) to meet the demand of
water requirement, consisting of works for
overhead water reservoirs (RCC), distribution
pipe lines with fittings, as per site condition,
including provision of future service
connection with P.H.E. Deptt. Water supply
source.a) Boring including fitting & fixing Each 1 42500.00 42,500.00
b) For overhaed RCC water reservoir
(Capacity=75,000 Lt., Stagging height= 15m)
Each 1 2000000.00 2,000,000.00
c) For distribution pipe lines with fittings
including connection with water source/(Up to
overhead water tanks on roof if required). Rm 150.00 1614.71 242,207.00
.
PART-B BUILDING WORKS
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Sl No.Ref. of
MoSRT&HItems of work Unit Qnty.
Rate as per
SOR 2013--14
& Analysis (Rs)
Amount
(Rs)
1 2 3 4 5 6.00 7
B.15 Providing fire protection and fire fighting works
as per relevant I.S. Code of practices, local
authorities regulations etc. complete as per
approved drawing, design and specifications.
a) Under ground water tank(capacity=75,000Lt.)
No. 1 1200000.00 1,200,000.00
b) Piping network with fire hydrant spout as
per I.S. Specification, approved design and
drawing. Rm 150.00 2700.00 405,000.00
5,335,502.00
C.1 Supply, installation and commissioning of
close cercuit television monitoring system
with day and night camera, digital video
recording system ... 30 days storage
minimum, Ethernet video server for LAN/WAN/ internet with all required cabling and
comprising of the following as per
specification complete including providing
necessary training and after sales service
during the warranty period as directed by the
Department . (Rate to be quoted considering
all taxes and duties payment of which shall be
the responsibility of the contractor).
a. Outdoor fixed day / night camera ( 2 each
for 6 weighbridges) 12 Nos.
b. Verifocal lens 12 Nos.
c. Housing for outdoor use 12Nos.
d. Network DVR Nos.2
e. Video server 2 Nos.
f. RG 11 armoured video cable 450mg. 2 core armoured power cable 450m
h. Control cabin with lateral clearance as per
IRC norms , with allied electricals
Each 1.00 1808614.80 1,808,615.00
C.2 Supply, installation and commissioning of
remote operatedelectro-mechanical
barriers along with operating / control
systems and necessary cablings including
providing pedestal/ foundation and control
cabin for the boom barriers with lateral
clearance as per IRC norms , as per
specification complete including providing
necessary training and after sales serviceduring the warranty periodas directed by the
Department.(Rate to be quoted considering all
taxes and duties payment of which shall be
the responsibility of the contractor).
a.Eelectro-mechanical boom barrier for
carriageways having a clear width of 5.00 m ,
with all control system as per
specification.(Low barrier) Nos 4.00 522447.60 2,089,790.00
PART-C :: MECHANICAL AND ALLIED WORKS
CLOSE CIRCUIT TV MONITORING SYSTEM, ELECTROMEHANICAL
BARRIERS & WEIGH BRIDGES.
TOTAL OF BLDG. WORKS
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Sl No.Ref. of
MoSRT&HItems of work Unit Qnty.
Rate as per
SOR 2013--14
& Analysis (Rs)
Amount
(Rs)
1 2 3 4 5 6.00 7
b.Elelectro-mechanical boom barrier for
carriageways having a clear width of 7.50 m ,
with all control system as per
specification.(High barrier) Nos 4.00 723592.80 2,894,371.00
c.Elelectro-mechanical boom barrier for
carriageways having a clear width of 11.00 m, with all control system as per
specification.(High barrier) Nos 2.00 1014565.20 2,029,130.00
C.3 Supply, installation and commissioning
including calibration, stamping by the Weights
and Measurement Department, of fully
electronic road vehicle weighbridge- pitless
type- along with structure work, load cells,
digitiser, PC with UPS, printer, standard
software, junction box, necessary cables etc.
including construction of foundation, control
cabins with lateral clearance as per IRC
norms , with allied electricals and providing
test weight to be kept at site as per
requirement of Weights and Measurement
Deptt.( Total 25.00 MT ) as per specification
complete and providing necessary training
and after sales service during the warranty
period as directed by the Department. (Rate to
be quoted considering all taxes and duties
payment of which shall be the responsibility of
the contractor).
b. 100 MT capacity electronic weighbridges .Nos 6.00 3561738.00 21,370,428.00
TOTAL (MECH & ALLIED. WORKS) 30,192,334.00
Asstt. Executive Engineer,PWD,
Golakganj NH Sub Division,
Golakganj, Assam.
Superintending Engineer, NH (P)
O/o the C. E., PWD, NH(Works), Assam,
Chandmari, Guwahati-3. Assam, Chandmari, Guwahati-3.
AbhayapurI, Assam.
Chief Engineer, PWD, NH (Works),
Abhayapuri NH Division
Executive Engineer,
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No of
Building
no of
person
Area in
G.Floor
no of
person
Area in
F.Floor
no of
person
Area in
S.Floor
1 DTO'S Qtr. TD 114.00 1 1 114.00
2 Sales Tax supdt. STD 114.00 2 2 228.00
3 Incharge of Forest FD 114.00 1 1 114.00
4 Incharge of Excise ED 114.00 1 1 114.00
5 Asstt. Sec. Qtr AMB 114.00 1 1 114.00
6 Asstt. Marketing Officer AMB 63.50 1 2 127.00
7 OFFICERS QTR.(Police Dept) PD 63.50 1 1 63.50
8 Office Building OFFICE 620.00 1 1 620.00
1 Marketing Officer AMB 63.50 1 2 127.00
10 12 1621.50
Area per
person in
Sqm
STATEMENT SHOWING AREA OF RESIDENTIAL & OFFICE BUILDING OF CONSTRUCTION OF COMPOSITE CHECK GATE AT CHAGOLIA, BAXIRHAT,
ASSAM
ANNEXURE-2
Dept.
ASSAM TYPE (GRADE-I)
Sr. No Item
Works proposed
TOTAL AREA =
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No of
Building
no of
person
Area in
G.Floor
no of
person
Area in
F.Floor
no of
person
Area in
S.Floor
Area per
person in
Sqm
Dept.Sr. No Item
Works proposed
1 Staff STD 49.00 4 8 392.00
2 Canteen ALL 100.00 5 0 500.00
3 Insp. Of Excise ED 60 2 4 240.00
4 Asstt. Insp. Of Excise ED 49.00 2 4 196.00
1 POLICE THAANA CUM BARRACK PD 500 1 30 500.00
2 Deputy Ranger FD 60 1 2 120.00
3 Forester Gr.-I/II FD 49.00 2 4 196.00
17 52 2144.00TOTAL AREA =
ASSAM TYPE (GRADE-II)
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No of
Building
no of
person
Area in
G.Floor
no of
person
Area in
F.Floor
no of
person
Area in
S.Floor
Area per
person in
Sqm
Dept.Sr. No Item
Works proposed
1 Grade-IV staff Quarter STD 35.00 7 14 490.00
2 Staff AMB 35.00 1 2 70.00
3 Grade-IV staff Barrack AMB 10.00 1 20 200.00
4 staff Barrack FD 10.00 1 14 140.00
5 Police Barrack PD 10.00 1 30 300.00
5 Head constable/Staff ED 35.00 1 2 70.00
6 Security Barrack ED 10.00 1 14 140.00
6 security Booth OFFICE 16.00 8 0 128.00
6 Toll Booth OFFICE 64.00 8 0 512.00
7 weigh bridge/scanner booth OFFICE 24.00 6 0 144.00
1 Toilet Block OFFICE 50.00 3 0 150.00
ASSAM TYPE (GRADE-III)
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No of
Building
no of
person
Area in
G.Floor
no of
person
Area in
F.Floor
no of
person
Area in
S.Floor
Area per
person in
Sqm
Dept.Sr. No Item
Works proposed
31 82 2344.00
6 Vehicle Parking Shed OFFICE 493 4 0 1972.00
6 GODOWN FD 150 1 0 150.00
6 GODOWN STD 500 1 0 500.00
6 0 2622.00
1 Canteen cum Recreation building OFFICE 208.50 1 0 208.50 0 220.00
Guest house STD 208.50 1 0 208.50 0 220.00
3 inspection ramp OFFICE 120.00 2 0 240.00 0 240.00
office building OFFICE 750.00 1 0 750.00 0 750.00
5 0 1407.00 0 1430.00
TOTAL AREA =
TOTAL AREA =
TOTAL AREA =
R.C.C. (G+1) with Assam type roofing in first floor (GRADE-I)
ASSAM TYPE (GRADE-IV)
R.C.C. (G+1) (GRADE-I)
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No of
Building
no of
person
Area in
G.Floor
no of
person
Area in
F.Floor
no of
person
Area in
S.Floor
Area per
person in
Sqm
Dept.Sr. No Item
Works proposed
1 Sales tax Inspector's Qtr STD 76.00 3 6 456.00 6 456.00
3 6 456.00 6 456.00
1 Marketing Inspector (WF) AMB 63.50 1 2 127.00 2 127.00 2 127.00
Enforcement inspector Hostel TD 47.00 1 4 188.00 4 188.00 4 188.00
assictant enforceemnt inspector TD 35.00 1 4 140.00 4 140.00 4 140.00
guest house TD 208.50 1 0 208.50 0 220.00 0 220.00
4 10 663.50 10 675.00 10 675.00
1 enforce checker hostel TD 27.00 1 4 108.00 4 108.00 4 108.00
2 Gr. IV staff hostel TD 20.00 1 4 80.00 4 80.00 4 80.00
2 8 188.00 8 188.00 8 188.00
TOTAL AREA =
R.C.C. (G+2) Ground Floor (GRADE-I)
TOTAL AREA =
TOTAL AREA =
R.C.C. (G+2) (GRADE-II)
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A. BITUMEN/BITUMEN EMULSION
Sl.No. Items of work Type of
Bitumen/
Emulsion
utilised
Quantity of works Unit Quantity of
bitumen per unit
of work in MT.
Total quantity
of Bitumen
(MT)
Col.4xCol.6
1 2 3 4 5 6 7
1 Prime Coat CSS-1h 110329.89 Sqm 0.001 110.33
2 Tack coat CSS-1h 208529.16 Sqm 0.0002 41.71
3 Surface Dressi 60/70 98199.27 Sqm 0.0012 117.84
4 BM 60/70 0.00 Cum 0.0724 224.84
5 DBM 60/70 5822.85 Cum 0.0981 571.22
6 BC PMB-70 3105.52 Cum 0.12958 402.41
7 OGPS 60/70 12130.52 Sqm 0.00146 17.718 SC 60/70 12130.52 Sqm 0.00098 11.89
Total = 1345.912107
B. CEMENT
Sl.No. Quantity of work Unit Utilisation rate of
cement in
MT/Unit
Total Quantity
of cement in
Mt
1 3502.40 Cum 0.06 210.14
2 848.24 Cum 0.23
3 6765.84 Cum 0.33 2232.734 16198.60 Sqm 0.00360 58.31
5 3474.19 Cum 0.34100 1184.70
6 1401.19 Cum 0.344 482.01
Total 3957.75
C. STEEL
1 739.31 Tonne 739.31 739.31Reinforcement(TMT-TATA)
RCC grade M20
PCC grade M20
Sl.No. Item of work Quantity of work Unit Utilisation rate of
Steel in MT/Unit
Total Quantity
of Steel in Mt
Brick Masonry 1:3
PCC grade 1:3:6
PCC grade M15Plastering (1:3)
Item of work/Grade of
concrete
STATEMENT SHOWING EXTRA COST OF BITUMEN ,CEMENT & STEEL DUE
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Rate as per
SOR 2007-08
(Rs./MT)
Rate as per
Present
Market Rate
(Rs./MT)
Difference of
cost in Rate
(Rs./MT)
Total Amount
of Difference
(Rs.)
Amount as per
SOR 2007-08
Col.7xCol.10
8 9 10 11 12
0.00
0.00
25476.00 33045.41 7569.41 891972.64 3002069.52
25476.00 33045.41 7569.41 1701903.48 5728014.87
25476.00 33045.41 7569.41 4323810.38 14552441.10
30960.00 44200.00 13240.00 5327951.85 12458715.20
25476.00 33045.41 7569.41 134058.48 451194.2125476.00 33045.41 7569.41 89984.46 302856.38
12469681.30 36495291.28
Total Quantity
of cement in
bag
Amount as
per
SOR 2007-08
Amount as
per Current
Market Rate.
Market Rate SOR Rate Difference Total cost
79155.0062 303.00 260.00 43.00 3403665.27
3403665.27 20580301.61 23983966.88
Market Rate SOR Rate Difference
43789.00 32520 11269 8331284.39 24042361.2 32373645.59
Executive Engineer,PWD,
Abhayapuri Construction
Difference of cost of Steel(Rs.) Total cost Amount as per
SOR 2007-08
Amount as per Current
Market Rate.
Total difference of cost of cement=
392840.85
Total difference 48964972.58
Difference of cost of cement(Rs.)
17786667.05
585252.69
0.00
0.00
3894042.17
TO DIFFERENCE OF PRESENT MARKET RATE WITH THE SOR OF 2007-08
Amount as per Current
Market Rate.
7429918.35
18876251.48
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330.22
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Sl No.Ref. of
MoSRT&HItems of work Unit Nos
Length
(M)
Breath
(M)
Height
(M)Qnty.
1 2 3 4 5 6 7 8 9
A.1/2.3 201 Clearing and grubbing road land Hect. 2 790 21 3.32A.2/3.11 305 Removal of unserviceable soil cum 2 790.00 21.00 0.50 16590.00
A.3/3.16 305 Embankment Construction with Material
Obtained from Borrow Pits
'From private land Cum 2 790.00 17.05 2.05 55224.95
Add for Unserviceable soil dug out Cum 16590.00
71815.00
Construction of Subgrade
a. from Private land Cum 2 790 14.5 0.5 11455.00
Construction of Earthen Shoulders
a. from Private land Cum 4 790 1.95 0.45 2773.00
A.5/3.22 307 Furnishing & laying of the live sods of perennial turfSqm 2 790 6.71 10602.00
A.6/4.2 401 Granular Sub-Base with Coarse Graded
MaterialFor Grading I material. Cum 2 790 12 0.15 2844.00
Water Bound Macadam Grading- II Cum 2 790 7.4 0.075 877.00
Water Bound Macadam Grading- III Cum 2 790 7.4 0.075 877.00
A.8/5.1B 502 Prime coat Sqm. 2 790 12 18960.00
A.9/5.2 503 Tack coat Sqm. 6 790 12 56880.00
A.10/5.3 504 Bituminous macadam Cum 2 790 7.1 0.05 561.00
A.11/5.6 507 Dense Graded Bituminous Macadam Cum 2 790 7.1 0.06 673.00
A.12/5.8 509 Bituminous Concrete Cum 2 790 7.1 0.04 449.00
A.13/4.14 407 Construction of Median and Island with Soil Taken
from Borrow Areas Cum 2 790 4.5 0.3 2133.00
A.14/8.2 408 Cast in Situ Cement Concrete M 20 Kerb with
Channel Rm 1 2000 2000.00
A.15/3.29 309 Underground Drain at Edge of Pavement Rm 1539.00
A.16/12.1 304 Earth work in excavation of foundation cum 2 790 1.5 2.00 4740.00
A.17/12.8 1500,1700
& 2100
Plain/Reinforced cement concrete, in open
foundation cum 2 790 2 0.10 316.00
A.18/9.2 2900 Labour for laying Reinforced cement concrete pipe
NP4/NP3/prestressed concrete pipe meter 2 25 50.00
A.19 Supply of of RCC Hume-pipe of NP4 1200mm dia
of length 2.5m meter 2 25 50.00
A.20/8.5 801 Direction and place identification sign upto
0.9sqm size board. Sqm 10.00
A.21/8.6 801 Direction and place identification sign more
than 0.9sqm size board. Sq.m 6.00
A.22/8.4 801 Retro reflectorised Traffic sign:
90cm equilateral traingle Each 6.00
60cm x60cm square Each 6.00
60cm circular Each 6.00
80cmm x 60 cm rectangular Each 6.00
60cmm x 45 cm rectangular Each 6.00
A.23/8.51 810 Reflective pavement marker Each 500.00
A.24/8.52 810 Traffic cones: Each 30.00
A.25/8.53 810 Providing Inter linking chain link for traffic cones Rm 20.00
A.26/8.53 810 Metal tubular delineator 1000mm height. Each 200.00
A.27/8.47 810 Sparkle Solar Road Studs - Bi-directional StudEach 20.00
A.28/8.13 803 Hot applied thermoplastic compound sq.m 70.00
A.29/8.50 Linear Delineator System with Diamond grade
reflective sheeting each 80.00
DETAIL PROJECT EATIMATE
NAME OF WORK :- Installation of Weigh Bridges at Jorabat on NH-37
Estimate for one site with 2 Nos. weighbridges at either sides
PART-A: ROAD WORKS
S/T =
A.4/3.18 305
A.7/4.9 404