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Water Body Renovation Estimate

This document provides an estimate for renovation work on the Sindurpank water body in Sambalpur. It lists 13 items of work required and provides quantities, unit rates, and total costs. The total estimated cost is ₹699,259.05 with a contingency amount of ₹2000, bringing the grand total to ₹700,000. The estimate was technically sanctioned for ₹700,000 and administratively approved for the same amount.

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0% found this document useful (0 votes)
60 views8 pages

Water Body Renovation Estimate

This document provides an estimate for renovation work on the Sindurpank water body in Sambalpur. It lists 13 items of work required and provides quantities, unit rates, and total costs. The total estimated cost is ₹699,259.05 with a contingency amount of ₹2000, bringing the grand total to ₹700,000. The estimate was technically sanctioned for ₹700,000 and administratively approved for the same amount.

Uploaded by

paduu
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
You are on page 1/ 8

Estimate for the work :- Revise Estimate for Renovation to water bod

Sindurpank,Sambalpur
Qnty ot
SL No. Description of items Unit
Nos

Clearing grass and removal of


rubbish up to a distance of 50
meters outside the periphery of
1
the area etc . Completedd and as
per direction of the Engineer-in
-Charge.

Tank Area (Take) 3750.00


Embankment (Take(10%) 375.00
Periphery Area (Take 12.5%) 468.75
Total 4593.75 Sqm
@ 1.21 /Sqm
Clearning of slush and muck from
pit by manual means including
removal of debris within 50m.
2
Intial lead and one extra lift over
intial lift of 1.5m as directed by
the Engineer-in -Charge.
Tank Area (Take) 7203.00
Area 6600.00 Sqm
Muck Deptch ( Meaean deptch) 0.525 M
Qnt (Area x Deptch) 3465 Cum

@ 162.84 /Cum
Earth work in slushy soil ( in water
upto 0.6m depth requiring the
aid of pans and vessels) within
3 50.m. initial lead and one extra
lift over initial lift of 1.5m as per
the direction and sepcification of
the Department .
Tank Area (Take) 7203.00
Area 700.00 Sqm
Earth Depth ( Meaean deptch) 0.28 M
Qnt (Area x Deptch) 196.00 Cum
Take Qnt (Approx .11.50%) 196.00 Cum
@ 111.74 /Cum

Earthwork in hard soil within


50m. Initial lead and one extra
4 lift over initial of 1.5m. As per the
direction and sepcification of the
Department
Embankment -I 1 50.00 3.66 0.50 91.5
Embankment -I 1 50.00 3.66 0.50 91.5
183 Cum
@ 129.39 /Cum

Rammining of rolling eath work


with light H.R.R in embankment
in layers not exceeding 0.3m
5
including all cost conveyance,taxes
etc. completed as per direction of
the Engineer- in- charge
Qnt (Vide item no . 4 ) 196.00 Cum
@ 10.26 /Cum
Pumping of water by Moter of
Diesel engine to required
6 dewatering including all cost of
Hire& Running charges of
Dewatering
Day time 9 Days 5Hr/Each 50.00
Night time 8 Days 5Hr/Each 40.00
Total 90
90.00 Hours
@ 263.32 /Hr
Earth work in excavation in hard
7 soil within initial lead & lift etc.
completed
Bathing Ghat Embankment Top To Top
Sides- Top 2 1.80 1.35 1.20 5.84
Mid Steps- To 3 5.0 0.45 0.45 3.04
Sides- Slant 2 7.50 0.60 0.60 5.40
Mid Steps- Slint 22 7.40 0.60 0.45 43.96
Platform- Bottom 1 8.60 2.00 0.60 10.32
Total 68.56
@ 119.20 /Cum

Filling F& P with sand wel


watered , rammed , including all
8
cost, conveyance, atxes & royalty
etc. complete etc. complete.
Bathing Ghat Embankment Top To Top
Sides- Top 2 1.80 1.35 0.15 0.73
Mid Steps- To 3 5.00 0.45 0.15 1.02
Sides- Slant 2 7.50 0.60 0.15 1.35
Mid Steps- Slint 22 7.40 0.60 0.15 14.66
Platform- Bottom 1 8.60 2.00 0.15 2.58
Total 20.34 Cum
@ 317.20 /Cum

C.C(1:4:8) using 40mm size c.b.h.g


Metal including all cost
9
conveyance taxes & royalty etc
completed etc. completed
Bathing Ghat (Embankment Top To Top)
Sides- Top 2 1.80 1.35 0.08 0.36
Mid Steps- To 3 5.00 0.45 0.15 1.01
Sides- Slant 2 7.50 0.60 0.15 1.35
Mid Steps- Slint 2 7.40 0.60 0.15 1.33
Platform- Bottom 1 8.60 2.00 0.15 2.58
6.64 Cum

@ 3836.47 /Cum

R.R Stone masonary in cm.


(1.4)including all cost conveyance
10
taxes & royalty etc completed etc.
completed .
Bathing Ghat (Embankment Top To Top)
Sides- Top 2 1.80 1.35 0.20 0.97
0.97 Cum
@ 3836.45/Cum

C.C(1:2:4) using 12 mm size c.b.h.g


Chips including all cost
11
conveyance taxes & royalty etc
completed etc. completed
Bathing Ghat (Embankment Top To Top)
Sides- Top 2 1.80 1.35 0.05 0.24
Mid Steps- To 3 5.00 0.45 0.05 0.34
Sides- Slant 2 7.50 0.45 0.05 0.34
0.92 Cum
@ 5628.42/Cum

12mm thick cement plastering with


c.m (1.4) in neat cement punning
12 including all cost conveyance taxes
& royalty etc completed etc.
completed
Bathing Ghat (Embankment Top To Top)
(A) Plan area
Sides- Top 2 1.80 0.3 1.08
Mid Steps- To 3 5.00 0.3 4.50
Sides- Slant 2 7.50 0.3 4.50
Mid Steps- Slint 2 7.40 0.3 4.44
Platform- Bottom 1 8.60 0.3 2.58
Total 17.10

(A)+(B) =
@ 127.71Sqm

Add for Tranparency Display ( To


13 Be Paid As per Actual Board &
Photographs etc.
Total
Contigency@1%
GrandTotal
Or Say

Junior Engineer Asstant Engineer


Sambalpur Municipal
Sambalpur Municipal Corporation Corporation

Techinically Sanctioned for Rs /- 700000


Rupees Seven Lahks )-only Administrative Approved for Rs/7000
Rupees (Seven L akhs )-only

Executive Engineer Commissioner Administrator


Sambalpur Municipal Corporation Sambalpur Municipal CorporatioSambalpur Municipal Corporatio
water body at

Amount in Rs.

5558.43

564240.6

21901.04
23678.37

2010.96

23698.8

8172.35
6451.84

25470.32433

3729.0294
5166.88956

2180.421
692259.05429

2000.00

694259.05429
5000.00
699259.05429
700000

ed for Rs/700000.00
hs )-only

nicipal Corporation

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