PROJECT ESTMATE (weigh bridge)excl.2007-Final.xls

8/10/2019 PROJECT ESTMATE (weigh bridge)excl.2007-Final.xls

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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.


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



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(A) Composite Rate for Assam Type Building Grade-II




3






7


8 Additional Rate for DeeperFoundation 480.00Rs.

Additional depth of1.0 M 480.00Rs.


flooring 1,030.99Rs. Per Sqm of Area 1,030.99Rs.

10 Extra Rate for Zypboard false ceiling (










Total 13,045.98Rs.

(A) Composite Rate for Assam Type Building Grade-III




3


4 Additional Rate for Weather Coat 1% of Basic Rate 77.90Rs.5 Additional Rate for Normal




Additional depth of

1.0 M 480.00Rs.


flooring 877.73Rs. Per Sqm of Area 877.73Rs.




4/29









Total 12,739.82Rs.

(A) Composite Rate for Assam Type Building Grade-IV




3



5 Additional Rate for Normalpreparation of site 1% of Basic Rate 77.90Rs.



Additional depth of

1.0 M 480.00Rs.


flooring 754.61Rs. Per Sqm of Area 754.61Rs.









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






preparation of site 1% of Basic Rate 91.50Rs.5


6


7 Additional Rate for Pile Foundation 2,000.00Rs. Per Sqm of Area 2,000.00Rs.

8 Additional Rate for Vitrified tiles



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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


(A) Composite Rate for R.C.C. Building Grade-I ( G+1 ) First Floor





4





(=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.




(A) Composite Rate for R.C.C. Building Grade-I ( G+2 ) Ground Floor







5



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6






(=7*10.76*14.64) 1,102.68Rs. Per Sqm of Area 1,102.68Rs.



Total 15,960.30Rs.




(A) Composite Rate for R.C.C. Building Grade-I ( G+2 ) First Floor





4







(=6.5*65) 422.50Rs. Per Sqm of Area 422.50Rs.

Total 11,216.07Rs.




(A) Composite Rate for R.C.C. Building Grade-I ( G+2 ) Second Floor




3 Additional Rate for plastic paint 1% of Basic Rate 79.55Rs.4









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Total 11,121.04Rs.




(A) Composite Rate for R.C.C. Building Grade-II ( G+2 ) Ground Floor






4


5






(=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




3 Additional Rate for plastic paint 1% of Basic Rate 78.30Rs.4









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Total 11,006.49Rs.

(A) Composite Rate for R.C.C. Building Grade-II ( G+2 ) Second Floor





4



flooring 1,030.99Rs. Per Sqm of Area 1,030.99Rs.7 Extra for difference of cost of steel




Total 10,911.46Rs.

(A) Composite Rate for Assam Type Building over R.C.C. Building Grade-I



2 Additional Rate for Steel Truss 500.00Rs. Per Sqm of Area 500.00Rs.3




6 Additional Rate for Ceramic tiles








10 Extra for difference of cost of steel(=3*10.76*14.64) 472.58Rs. Per Sqm of Area 472.58Rs.



Total 11,142.66Rs.

(B) Sanitary Rate for Assam Type



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(C) Water Supply Rate for Assam Type


(A) Composite Rate for Parapet and Super roof of R.C.C. Building


1 Basic Floor Area Rate 450.00Rs. 450.00Rs.





(=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


11/29

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


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


12/29

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


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


(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.)


14/29

Sl No.Ref. of


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


15/29

Sl No.Ref. of


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


16/29

Sl No.Ref. of


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


17/29

Sl No.Ref. of


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


18/29

Sl No.Ref. of


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


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


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


19/29

Sl No.Ref. of


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


20/29

Sl No.Ref. of


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,


21/29

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 =


22/29

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)


23/29

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)


24/29

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)


25/29

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)


26/29

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


27/29

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


28/29

330.22


29/29

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

PROJECT ESTMATE (weigh bridge)excl.2007-Final.xls

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