Est Drain SC-Colony Godavarru 1

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Mandal : Duggirala

Estimate Cost Rs. #REF! Lakhs

Grant :-

Construction of side drains to internal roads in SC

colony of Godavarru village of Duggirala Mandal.

Estimate

Name of the work


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Nominal mix 1:3:6 with 40mm HBG metal for Bed Concrete 0.10m depth is

proposed.

PCC M15 Concrete mix for Drain Wall is proposed to a length of 843.00 mts on

both sides of the road is proposed.

,

0.5%,PS Charges @ 0.3%, labour cess @ 1%, etc are shown in the detailed estimate.

The above estimate is prepared with current S.S.R of 2012-2013. The work will be

executed as per the APDSS.

Earthwork in excavation for structures as per drawing and technical

specifications Clause 305.1

Sand filling 200mm th for shoe wall fondation is proposed.

Specification report to accompany the detailed estimate for the work

Construction of side drains to internal roads in SC colony of Godavarru village of

Duggirala Mandal.

Est.Rs. 23.00 Lakhs.

The above work was proposed under indiramma Infrastructure funds.Hence detailed estimate is prepared with the following provisions.


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Est.Rs. 23.00 Lakhs.

No

s

L

(m)

B

(m)

D

(m)

1 2 3 4 5 6 8 9 10

1

Main road 1 x 2 185.00 0.80 0.45 133.20 Cum

Cross roads 7 x 2 40.00 0.80 0.45 201.60 Cum

--- Do-- 7 x 2 54.00 0.80 0.45 272.16 Cum

606.96 Cum 128.82 1Cum 78189

2

Main road 1 x 2 185.00 0.80 0.15 44.40 Cum

Cross roads 7 x 2 40.00 0.80 0.15 67.20 Cum

--- Do-- 7 x 2 54.00 0.80 0.15 90.72 Cum

202.32 Cum 479.85 1Cum 97083

3

P.C.C grade M 10

Main road 1 x 2 185.00 0.80 0.10 29.60 Cum

Cross roads 7 x 2 40.00 0.80 0.10 44.80 Cum

--- Do-- 7 x 2 54.00 0.80 0.10 60.48 Cum

134.88 Cum 3465.68 1 Cum 467450

Filling Sand in foundation trenches as per drawing and technical

specification Clause 305.3.9 MORD & 304 MORTH

Providing concrete for plain concrete in open foundations using 40 mm

nominal size Graded hard stone aggregate, mechanically mixed, placed in

foundation and compacted by vibration including curing for 14 days

complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. for Bed Concrete

Plain cement concrete in substructure complete as per drawings and

Name of the work :Construction of side drains to internal roads in SC colony of Godavarru

village of Duggirala Mandal.

7

Earthwork in excavation for structures as per drawing and technical

specifications Clause 305.1 including setting out, construction of shoring

and bracing, removal of stumps and other deleterious material and disposal

upto a lead of 50 m, dressing of sides and bottom and backfilling in

trenches with excavated suitable material as per Technical Specification

305 MORD / 304 MORTH

ESTIMATE DETAILED AND ABSTRACT

SL

No.Description of Item

Measurements

Quantity Rate PerAmount

(Rs.)


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1 2 3 4 5 6 8 9 107

6 Add Vat Tax @ 5% 100692.00

7 10069.00

8 Seignorage charges 50216.00

9 PS Charges @ 3% 60415.00

10 Labour Cess at 1% 20138.00

11 44633

Total Rs 2300000

Provision for Q.C.Charges @0.50%

Unforseen items if any


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0


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23.00 Lakhs

Index-

codeDescription Unit Quantity Rate Rs. Amount Rs.

2 3 4 5 6

1 Excavation for Structures

(I) Ordinary soil

(A) Manual Means

(i) Upto 3 m depth

Unit = cumTaking output = 10 cum

a) Labour

Mazdoor (Unskilled) day 3.64 250.00 910.00

Add 20% MAA on Labour

. Add seignorage charges cum 10.00 22.00 220.00

Cost for 10 cum = a+b+c 1130.00

158.20

Rate per cum = (a+b+c)/10 1288.20

128.82 1Cum

2

Sand filling Sand

Unit = cum

Add contractor profit and over head charges at 14%

Earthwork excavation in B.C soils for structures as per

drawing and technical specifications Clause 305.1 including

setting out, construction of shoring and bracing, removal of

stumps and other deleterious material and disposal upto a lead

of 50 m, dressing of sides and bottom and backfilling in

trenches with excavated suitable material as per Technical

Specification 305 MORD / 304 MORTH

Note : Classifications of Earth Work Specification are as

per 302.2.1(a) of MORD and 301.2.1 of MORT&H

R-FNDN-2

Filling in foundation trenches with sand as per drawing and

technical specification Clause 305.3.9 MORD & 304 MORTH

DETAILED DATAS

Grant: Est.Cost:Rs

S. No

1

Construction of side drains to internal roads in SC colony of Godavarru

village of Duggirala Mandal.Name of the work :

RBR-FNDN-1


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(a) Material

Cement t 0.22 4500.00 990.00

Coarse sand cum 0.45 434.12 195.35

40mm HBG Metal cum 0.90 1313.78 1182.40

Water kl 1.20 0.00 0.00

(b) LabourMason (1st Class) day 0.10 350.00 35.00


Add 20% MAA on Labour

(c) Machinery

Mechanical concrete mixer

0.4/0.28 cum capacity f itted with

water measuring device and

preferably also with load cell.

hour 0.40 417.40 166.96

Water tanker 6 kl capacity hour 0.13 624.00 81.12

Rate per cum = a+b+c+d+e+f 3040.04

425.61

Sundries 0.03

3465.68 1Cum

4 5) I) i

For height upto 5 m

Unit = cum

P.C.C grade M 15

Nominal mix (1:2.5:5) using CC

Mixer (MORD)

Unit = cum

(a) Material

Cement t 0.275 4500.00 1237.50


Plain cement concrete in substructure complete as per drawings and

technical specification Clauses 802, 804, 805, 806, 807, 1202 and

1204 MORD and 1500, 1700 & 2200 MORTH

Note : Water for concrete :A provision for cost of water may be

added at 1.2 kl / 1 cum (including curing purpose) keeping the site

Coarse Aggregate : Single grade nominal size can also be used

instead of graded metal, keeping the site conditions in view

RBR-SBST-5


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Rate per cum = a+b+c+d+e+f 3637.90

509.31

Sundries 0.06

4147.27 1Cum

5 5 Sub Analysis:

Cement Mortar (1 : 5)

Unit : 1cum

A. MATERIALS:

Cement kg. 288.0 4.50 1296.00

Sand (including 5% wastage) cum 1.05 434.12 455.83

B. MACHINERY

- Nil - -

C. LABOUR:

Man mazdoor for mixing mortar day 0.20 280.00 56.00

Grand Total 1807.83

6 3)c)

Unit = 10 sqm

Taking output = 10 sqm(a) Material

Cement mortar 1:5 (Rate as in

item 11.5 II )

cum 0.144 1807.83 260.33

(b) Labour

Mate day -

Mason 1st Class day 0.500 350.00 175.00


Rate per 10 sqm = (a+b+c+d) 586.53

82.11

668.64

66.86 1Sqm



RBR-SBST-3

Plastering with cement mortar (1:5), 12 mm thickness as

per technical specification 1300 & 2200 MORTH

RBR-FNDN-5


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Name of the work : Construction of side drains to internal roads in SC colony of Godavarru village of Duggirala Mandal.

23.00 Lakhs.

1 2 3 4 5 6 7 8 9 12 13 14 15 16 17

1 Sand for Concrete krishnariver 3 385.00 0.00 0.00 385.00 56.00 0.00 -6.88 49.12 434.12 ./cum

2 Coarse Sand for filling krishnariver 3 285.00 0.00 0.00 285.00 56.00 0.00 -6.88 49.12 334.12 ./cum

3 Gravel Vejendala 37 98.00 0.00 0.00 98.00 450.00 0.00 -55.26 394.74 492.74 ./cum

4Aggregates 40 mm

nominal size SS5Lam 50 588.00 70.00 147.00 805.00 580.00 0.00 -71.22 508.78 1313.78 ./cum

5Aggregates 20 mm


6Aggregates 12 mm


7 Cement Tenali 25 4600.00 0.00 0.00 5700.00 0.00 0.00 0.00 0.00 5700.00 ./Mt

8300 dia. RCC NP2 class

Plain ended pipesTenali 25 348.00 0.00 0.00 348.00 2 2.60 0.00 0.00 22.60 370.60 ./1Rm

Initial

Charges

AddBlasting

charges

Machine

crushing

charges@

25%

Netbasiccost

Units

Est.Cost:

Conveyance Cost

Add

Conveyance

ChargesName of

Quarry

Lead in

KM

DeductCP&

OH(12.28%)

Material Basic Cost

Est.Cost Rs..

LEAD STATEMENT

2. Certified that the metal is obtained by blasting.

loading

chargesSl.

No

Certificates :

1. Certified that the above leads are shortest and correct to the best of my knowledge and belief.

Discription of Item

NetConveyanc

e

Charges

AddSeigniorag

e

Charges

Total Cost


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Sl No Unit Qty Metal Sand Earth Work

1 1Cum 606.96 0.00 0.00 606.96

2 PCC M10 mix(1:3:6) for Bed Concrete 1Cum 134.88 121.39 60.70 0.00

3 1Cum 202.32 0.00 202.32 0.00

PCC M15 mix For Drain Wall 1Cum 310.22 279.20 139.60 0.00

4 10Sqm 1264.50 0.00 18.21 0.00

400.59 420.82 606.96

50.00 40.00 22.00

20029.50 16832.95 13353.12

50215.57 or 50216.00

SEIGNORAGE CHARGES

Name of Work : - Construction of CC Drains at Karrevari Bazar,SC Colony,Gudiwada(V) of Tenali(M)

Description of Item

Eart Work

Filling with Sand

Plastering CM (1:5) 12mm thick

Est Drain SC-Colony Godavarru 1

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