cc road model estimate with ssr 2012-13 excel

Name of the Work: Laying of CC Road in --------------------------- village of ----------------------- Mandal (Devunuri Ramesh (H) to I. Rajamouli (H))

Grant:- MRR 2012-13Est. Cost :- Rs. 100.00 Lakhs

(------------------(H) to ---------------------------(H))GSBLength 410Width 4

CCLength 410Width 3.75thick 0.2

QuaryMetal x 20Sand y 20

Laying of CC Road in --------------------------- village of ----------------------- Mandal (Devunuri Ramesh (H) to I. Rajamouli (H))

SPECIFICATION REPORT Specification report accompanying the detailed estimate for the work

Grant:- MRR 2012-13 Est. Cost :- Rs. 100.00 Lakhs

The estimate is prepared with the following specifications

1

2

3

Asst. Exe.Engineer, Dy.Executive Engineer, Executive Engineer,

(PR) PIU Sub Division, (PR) PIU Sub Division, (PR) PIU Division,

Laying of CC Road in --------------------------- village of ----------------------- Mandal

(Devunuri Ramesh (H) to I. Rajamouli (H))

The above wok has been administratively santioned for Rs. 15.00 Lakhs vide Proc. No. Plg. III/379/2012, Dated : 07.11.2012 of Chairperson, Integrated Action Plan, District Level Committee & District Collector, Karimnagar, under IAP 2012-13 grant.

Construction of granular Sub-Base by providing local materials (Table 400.13) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheeled roller to achieve the desired density complete as per Clause 407 as per Technical Specification Clause 408. including overhead charges & Contractor profit, but excluding VAT & Seignorage charges.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.22 M25(Grade), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approachs to bridge/culvert and construction joint, admixtures as approved, curing of concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.22 including overhead charges & Contractors profit but excluding VAT & Seignorage charges.

Construction of granular Shoulders by providing local materials (Table 400.13) spreading in uniform layers mixing by mix in place method as per Technical Specification. including overhead charges & Contractor profit, but excluding VAT & Seignorage charges.

The estimate is prepared with current Revised SSR 2012-13 and accordingly submitted for Technical sanction

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GENERAL ABSTRACT

S.No Item Amount

1 2 3

1 Cost of Civil Work 1676403.00

2 LS For Sign board 2000.00

3 Add 5% VAT 83920.00

4 Seignorage Charges 23991.00

5 Provision for QC Charges at 0.5% 8392.00

6 LS For Unfore-seen items of work

TOTAL ESTIMATE COST Rs. 1794706.00

Asst. Exe.Engineer, Dy.Executive Engineer,

(PR) PIU Sub Division, (PR) PIU Sub Division,

Executive Engineer,

(PR) PIU Division,

Name of the work : Laying of CC Road in --------------------------- village of ----------------------- Mandal

(Devunuri Ramesh (H) to I. Rajamouli (H))

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DETAILED AND ABSTRACT ESTIMATE

Name of the work :

Grant:- MRR 2012-13 Est. Cost :- Rs. 100.00 Lakhs

Description of Item Nos Length Width Qty Rate Unit Amount

1 2 3 4 5 6 7 8 9 10

1

1 410.00 4.00 0.15 246.00 360.20 Cum 88609.00

2

1 410.00 3.75 0.20 307.50

307.50 ### Cum ###

3

2 410.00 1.00 0.20 164.00

164.00 238.51 Cum 39116.00

Cum

T O T A L Rs : ###



Laying of CC Road in --------------------------- village of ----------------------- Mandal (Devunuri Ramesh (H) to I. Rajamouli (H))

Sl.No

Thickness


(------------------(H) to ---------------------------(H))


(------------------(H) to ---------------------------(H))


(------------------(H) to ---------------------------(H))

of 20

DATA - SHEET (As per 2012-13)

Desription of Item Unit Qty Rate Amount

1

Unit = Cum

Taking output = 300 cum

a) Labour

Mazdoor (Skilled) day 2.48 285.00 706.80

Mazdoor (Unskilled) day 10.00 250.00 2500.00

b) Machinery

Motor grader for grading 110 HP @ 50 cum per hour hour 6.00 0.00

Vibratory Roller 80-100 KN @ 10 cum per hour hour 30.00 920.60 27618.00

Tractor with rotavator @ 25 cum per hour hour 12.00 367.00 4404.00

Water tanker 6kl capacity hour 5.00 372.00 1860.00

c) Material

cum 384.00 75.00 28800.00

Water kl 30.00 0.00 0.00

Basic rate of Granular shoulder for 300 cum 65888.80

a) Basic rate of Granular shoulder per cum 219.63

c) 30.75

250.38

Add for conveyance for Gravel cum 1.28 85.80 109.82

Rate per cum 360.202

RB

R-C

CP

V-5

Cement Concrete Pavement

Unit = cum

Taking output = 75cum (172.50 t)

(100x3.75 x 0.200)

a) Labour

Mason (1st class) day 5.00 315.00 1,575.00

Mason (2nd class) day 5.00 285.00 1,425.00

Mazdoor (unskilled) day 150.00 250.00 37,500.00

Mazdoor(skilled) day 6.00 250.00 1,500.00

Surveyor day 2.00 285.00 570.00

Mazdoor (semi-skilled) day 6.00 250.00 1,500.00

day 1.00 285.00 285.00

44355.00

b) Machinery

Name of the work : Laying of CC Road in --------------------------- village of ----------------------- Mandal (Devunuri Ramesh (H) to I. Rajamouli (H))S.

No.Index Code

RBR SBBS-1


Naturally occurring gravel (Local materials as per Table 400.13)

Add 14% for over head charges & Contractors profit (excl.4%VAT)


Black smith for cutting of dowel bars including removal of burrs, fabrications & fixing of dowel bars

of 20

Hour 36.00 370.00 13,320.00

Needle vibrator Hour

Screed vibrator Hour 9.00 40.00 360.00

Plate vibrator Hour 9.00 40.00 360.00

Water tanker 6 Kl. Capacity Hour 5.00 372.00 1,860.00

Air compressor ( 1hour initial + 1 hour final) Hour 2.00 402.00 804.00

16,704.00

c) Material

(I)

20mm Cum 44.55 1183.75 52,736.06

10mm Cum 22.95 811.25 18,618.19

(ii) cum 33.75 335.00 11,306.25

(iii) Cement @ 350 Kg/cum of concrete tonne 26.25 4400.00 115,500.00

(iv) Polythene sheet 125 micron sqm 412.5 15.00 6,187.50

(v)

Kg 117.6 45.50 5350.8

Bitumen primer @ 200ml. Per joint for 23 joints tonne 0.005 0.00 0.00

Litre 19.00 46.20 877.80

Jute rope 12mm dia including 5 per cent wastage m 90.00 5.00 450.00

m 90.00 9.00 810.00

No 483.00 0.50 241.50

Plasticizer 0.5 per cent by weight of cement Litre 122.00 75.00 9150.00

Curing compound (if used) @ 0.33 litre per sqm Litre 131.25 123.00 16143.75

Joint filler board 20mm thick as per IS:1838 sqm 3.00 570.00 1710.00

(4x3.75x0.200 = 3 sqm) 239081.85

300140.85

(d) Form work @ 3% on (a+b+c) 9004.23

Cost for 75 cum = a+b+c+d 309145.08

Rate per Cum = (a+b+c+d+e)/75 4121.93

(e) Over head charges & contracots profit @ 14.00% on (a+b+c+d) 577.07

Rate per cum 4699.01

Conveyance charges

(I)

20mm & 10mm Cum 0.90 242.60 218.34

(ii) cum 0.45 242.60 109.17

Total Conveyance charges 327.51

Conveyance charges per cum 327.51

Form work @ 3% on conveyance charges 9.83

Rate per cum including conveyance 5036.35

3

Unit = Cum

Taking output = 300 cum

a) Labour

Mazdoor (Skilled) day 2.48 285.00 706.80

Mazdoor (Unskilled) day 10.00 250.00 2500.00

Concrete mixer 0.28/0.40 cum capacity ( 6 mixers) with weight batcher and suitable capacity calibrated water tank

Crushed stone coarse aggregates, grading will be as per clause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90 Cum/cum of concrete

Sand as per IS:383 and conforming to clause 1500.2.4.2. @ 0.45 cum of concrete

Mild steel dowel bar 25mm dia of grade S 240.500 mm long 20 Nos. at culvert/bridge slab and at construction joiont including 5 percent wastage

(4x20x0.500) + 5 per cent wastage = 42m @ 2.80 Kg per m = 117.6 kg. (September 2012 Rate)

Bitumenous sealant 800 ml. Per joint for 23 joints

Debonding strips 3.75m. (length) x 10mm (width) x 5 mm (thick) cut-out of rubber filler board or similar material including 5 per cent wastagePolythene sheathing, covering 2/3rd dowel bars (20x23) and tight fit including 5 per cent wastage

Crushed stone coarse aggregates, grading will be as per clause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90 Cum/cum of concrete

Sand as per IS:383 and conforming to clause 1500.2.4.2. @ 0.45 cum of concrete

RBR SBBS-1


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b) Machinery

Motor grader for grading 110 HP @ 50 cum per hour hour 6.00 0.00

Vibratory Roller 80-100 KN @ 10 cum per hour hour 30.00 0.00

Tractor with rotavator @ 25 cum per hour hour 12.00 0.00

Water tanker 6kl capacity hour 5.00 372.00 1860.00

c) Material

cum 384.00 75.00 28800.00

Water kl 30.00 0.00 0.00

Basic rate of Granular shoulder for 300 cum 33866.80

a) Basic rate of Granular shoulder per cum 112.89

c) 15.80

128.69

Add for conveyance for Gravel cum 1.28 85.80 109.82

Rate per cum 238.51



Executive Engineer,

(PR) PIU Division,

Naturally occurring gravel (Local materials as per Table 400.13)

Add 14% for over head charges & Contractors profit (excl.4%VAT)

Description in Material Initial

1 2 3 4 5 6 7 8 9

1 Gravel Local 6.00 75.00 85.80 75.00

2 Sand for Mortar y 20.00 335.00 242.60 335.00

3 20 mm HBG metal-(SS5) x 20.00 891.00 242.60 70.00 222.75 1183.75

4 10 mm HBG Metal-(SS5) x 20.00 593.00 242.60 70.00 148.25 811.25

6 Local 4400.00 4400.00

CERTIFICATE:-

1) The Leads Provided above are true and nearest to the site to the best of my knowledge and belief.



LEAD STATEMENT (AS PER SSR 2012-13)Name of the work : Laying of CC Road in --------------------------- village of ----------------------- Mandal

(Devunuri Ramesh (H) to I. Rajamouli (H))Sl

No.Name of the

QuarryLead in

KmConveyance charges

Blasting Charges

Machine Crushing Charges

Total Amount with out seignorage &

conveyance charges

Cement Sep' 12

SEIGNEORAGE CHARGES STATEMENT

Sl. No Description of item Unit QtyQty of Material

Sand Metal

1 2 3 4 5 6 7

1 Granular Sub-BaseCum 246.00 314.88

2 CC PavementCum 307.50 138.38 276.75

3 Granular ShouldersCum 164.00 209.92

TOTAL138.38 209.92 276.75

Seigneorage Charges per CUM in Rs.40.00 22.00 50.00

5535.00 4618.24 13837.50

Total Seigneorage Charges 23991.00



Executive Engineer,

(PR) PIU Division,

Laying of CC Road in --------------------------- village of ----------------------- Mandal (Devunuri Ramesh (H) to I. Rajamouli

(H))

Gravel/ Earth

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SIDE DRAIN SUB ESTIMATE

Name of the work :

Side drain in Village portion @ 2/60 to 2/80 Km

Est. Cost :- Rs. ### Lakhs

Description of Item Nos Length Width Qty Rate Unit Amount

1 2 3 4 5 6 7 8 9 10

1

2/50 to 2/90 km 1 100.00 1.00 0.40 40.00

40.00 #REF! Cum #REF!

2

2/50 to 2/90 km 1 100.00 1.00 0.10 10.00


3

2/50 to 2/90 km 2 100.00 0.23 0.45 20.70


T O T A L Rs : #REF!



Laying of CC Road in --------------------------- village of ----------------------- Mandal (Devunuri Ramesh (H)

Grant:- 13th Finance CommissionSl.No

Thickness

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 ,including overhead charges & Contractors profit but excluding VAT.

Providing concrete for plain concrete M 10 grade 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 ,including overhead charges & Contractors profit but excluding VAT.

Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT.

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PRE MEASUREMENTSName of the work :

Description of Item Nos Length Width Qty

1 2 3 4 5 6 7

1

1/2 to 1/4 km 1 1.20 0.30 0.075 0.031 5.00 0.20 0.075 0.08

1/4 to 1/6 km 2 3.00 0.20 0.075 0.091 3.00 0.50 0.075 0.11

1/6 to 1/8 km 1 30.00 0.30 0.075 0.68

1 5.00 0.20 0.075 0.08

1/8 to 2/0 km 2 30.00 0.20 0.075 0.90

2/0 to 2/2 km 1 0.60 0.25 0.075 0.013/0 to 3/2 km 1 0.60 0.45 0.075 0.02

1 10.00 0.20 0.075 0.151 6.00 0.45 0.075 0.201 0.60 0.25 0.075 0.013 1.20 0.20 0.075 0.051 1.20 0.20 0.075 0.02

3/2 to 3/4 km 1 6.00 0.70 0.075 0.322 1.80 0.40 0.075 0.113 1.00 0.90 0.075 0.201 0.90 3.75 0.075 0.251 3.00 0.50 0.075 0.113 0.50 0.30 0.075 0.032 0.70 0.60 0.075 0.062 4.20 0.50 0.075 0.32

3/4 to 3/6 km 2 6.00 1.50 0.075 1.352 0.60 0.30 0.075 0.033 0.90 0.40 0.075 0.082 0.60 0.45 0.075 0.043 0.50 1.00 0.075 0.11

3/6 to 3/8 Km 1 3.00 1.00 0.075 0.231 1.00 1.50 0.075 0.11

3/8 to 4/0 Km CC to be laid4/0 to 4/2 km 2 1.00 0.50 0.075 0.08

1 0.20 3.75 0.075 0.063 0.60 0.45 0.075 0.06

4/2 to 4/4 km 3 1.80 1.20 0.075 0.491 1.20 1.00 0.075 0.091 1.50 0.50 0.075 0.061 7.00 1.50 0.075 0.791 0.50 1.00 0.075 0.043 0.60 0.40 0.075 0.051 0.65 0.50 0.075 0.02

4/4 to 4/650 km WMM4/8 to 5/0 Km 3 1.50 1.00 0.075 0.34

2 1.80 0.90 0.075 0.242 0.60 0.50 0.075 0.052 3.00 0.60 0.075 0.273 0.45 0.60 0.075 0.061 1.50 0.50 0.075 0.06

1 30.00 0.30 0.075 0.685/0 to 5/2 km 1 3.00 0.30 0.075 0.07

2 75.00 0.20 0.075 2.255/2 to 5/4 km 1 2.20 0.55 0.075 0.09

2 1.50 0.80 0.075 0.182 3.00 0.50 0.075 0.23

5/4 to 5/6 km 3 0.45 0.30 0.075 0.031 5.00 0.25 0.075 0.092 1.00 0.50 0.075 0.082 0.50 0.30 0.075 0.021 0.30 0.30 0.075 0.01

Laying of CC Road in --------------------------- village of ----------------------- Mandal Sl.

NoThickness

Premeasurements of built-up spray grout layer over prepared base consisting of a two layer composite 75mm thick

of 20


1 2 3 4 5 6 7

Sl.No

Thickness

6/0 to 6/2 km 1 1.00 1.00 0.075 0.081 0.50 0.30 0.075 0.012 0.30 0.30 0.075 0.012 2.00 0.30 0.075 0.091 0.75 0.60 0.075 0.03

6/2 to 6/4 km 2 0.90 0.30 0.075 0.042 0.60 0.45 0.075 0.041 0.80 0.50 0.075 0.033 0.70 0.55 0.075 0.09

6/4 to 6/6 km 1 1.00 0.70 0.075 0.052 0.60 0.45 0.075 0.041 0.80 0.50 0.075 0.033 0.70 0.55 0.075 0.092 0.50 0.60 0.075 0.05

6/6 to 6/8 km 2 0.60 0.25 0.075 0.022 0.25 0.90 0.075 0.031 6.00 0.30 0.075 0.14

6/8 to 7/0 km 2 0.60 0.25 0.075 0.021 2.20 0.55 0.075 0.092 1.50 0.80 0.075 0.182 3.00 0.50 0.075 0.23

7/0 to 7/2 km 3 0.30 0.45 0.075 0.031 5.00 0.25 0.075 0.09

7/8 to 8/0 km 2 1.00 0.50 0.075 0.082 0.50 0.30 0.075 0.021 0.30 0.30 0.075 0.01

8/0 to 8/2 km 1 2.00 0.30 0.075 0.053 2.00 1.50 0.075 0.681 1.50 0.45 0.075 0.053 2.90 0.50 0.075 0.332 1.40 0.75 0.075 0.16

8/2 to 8/4 km 2 0.75 0.45 0.075 0.051 50.00 0.30 0.075 1.13

8/4 to 8/6 km 3 0.70 0.35 0.075 0.062 3.00 0.45 0.075 0.203 2.20 0.45 0.075 0.223 0.65 0.90 0.075 0.132 0.60 0.30 0.075 0.033 0.90 0.40 0.075 0.08

8/6 to 8/8 km 2 0.60 0.45 0.075 0.041 1.00 0.50 0.075 0.041 0.75 0.60 0.075 0.031 0.60 0.45 0.075 0.023 0.90 0.50 0.075 0.101 40.00 0.25 0.075 0.752 0.60 0.45 0.075 0.041 0.80 0.50 0.075 0.033 0.70 0.55 0.075 0.09

8/8 to 9/0 km 2 0.50 0.60 0.075 0.052 0.40 0.30 0.075 0.022 0.50 0.90 0.075 0.073 0.60 0.30 0.075 0.04

9/0 to 9/2 km 1 1.50 3.75 0.075 0.422 0.45 0.30 0.075 0.023 0.50 0.25 0.075 0.032 0.60 0.45 0.075 0.042 0.75 0.40 0.075 0.052 0.45 0.30 0.075 0.02

9/4 to 9/6 km 2 1.00 0.50 0.075 0.089/6 to 9/8 km 2 1.20 0.45 0.075 0.08

1 0.50 1.00 0.075 0.041 11.00 1.30 0.075 1.07

9/8 to 10/0 km 2 2.00 1.00 0.075 0.302 0.40 0.25 0.075 0.02

10/0 to 10/2 km 1 0.40 0.25 0.075 0.01

of 20


1 2 3 4 5 6 7

Sl.No

Thickness

10/4 to 10/6 km 1 0.40 0.20 0.075 0.013 0.80 0.35 0.075 0.06

10/6 to 10/8 km 1 0.40 0.20 0.075 0.011 1.50 0.30 0.075 0.03

10/8 to 11/0 km 1 1.50 0.30 0.075 0.031 2.50 1.20 0.075 0.232 1.50 3.75 0.075 0.841 2.00 2.00 0.075 0.302 1.00 3.00 0.075 0.451 45.00 0.15 0.075 0.51

11/0 to 11/2 km 2 0.50 3.75 0.075 0.2811/2 to 11/4 km 1 2.50 1.20 0.075 0.23

1 0.50 0.60 0.075 0.021 1.00 1.50 0.075 0.112 3.00 1.20 0.075 0.541 1.00 0.70 0.075 0.052 1.50 3.00 0.075 0.683 0.65 0.35 0.075 0.05

11/4 to 11/6 km 4 0.45 0.25 0.075 0.0311/6 to 11/8 km 1 0.45 0.25 0.075 0.01

2 3.00 2.00 0.075 0.901 0.45 0.60 0.075 0.022 5.00 0.45 0.075 0.34

11/8 to 12/0 km 2 1.30 0.45 0.075 0.092 1.00 0.40 0.075 0.061 2.20 0.55 0.075 0.092 1.50 0.80 0.075 0.182 3.00 0.50 0.075 0.233 1.50 0.80 0.075 0.271 13.00 1.60 0.075 1.562 2.50 0.60 0.075 0.233 1.00 0.25 0.075 0.062 2.00 1.00 0.075 0.30

12/0 to 12/2 km 1 0.50 1.20 0.075 0.051 1.00 0.50 0.075 0.042 0.40 3.75 0.075 0.231 11.00 1.60 0.075 1.323 2.60 0.90 0.075 0.532 0.60 0.45 0.075 0.042 1.50 3.00 0.075 0.681 3.00 1.00 0.075 0.233 6.80 1.50 0.075 2.302 3.00 2.00 0.075 0.902 1.50 2.00 0.075 0.451 9.50 1.10 0.075 0.78

12/2 to 12/4 km 2 0.80 0.45 0.075 0.052 1.00 1.00 0.075 0.152 0.60 1.50 0.075 0.143 2.00 1.50 0.075 0.681 1.50 0.45 0.075 0.053 2.90 0.50 0.075 0.332 1.40 0.75 0.075 0.161 9.00 1.20 0.075 0.813 1.20 0.50 0.075 0.14

12/4 to 12/6 km 1 5.50 0.60 0.075 0.252 1.00 0.45 0.075 0.073 2.20 0.90 0.075 0.451 0.80 0.35 0.075 0.022 3.40 0.20 0.075 0.102 1.20 0.35 0.075 0.061 0.50 0.60 0.075 0.022 2.00 0.40 0.075 0.121 0.80 0.40 0.075 0.021 8.00 0.70 0.075 0.423 3.40 0.60 0.075 0.46

of 20


1 2 3 4 5 6 7

Sl.No

Thickness

2 1.40 0.65 0.075 0.142 0.95 0.70 0.075 0.104 1.90 0.30 0.075 0.172 3.00 0.45 0.075 0.203 2.20 0.45 0.075 0.223 0.65 0.90 0.075 0.13

12/6 to 12/8 km 4 2.50 0.70 0.075 0.533 1.80 0.40 0.075 0.162 1.00 0.40 0.075 0.062 2.20 0.60 0.075 0.20

12/8 to 13/0 km 3 1.00 0.40 0.075 0.09

43.10

2

2/2 to 2/4 km 2 0.40 0.30 0.243/0 to 3/2 km 1 1.50 0.60 0.90

1 0.60 0.50 0.303/2 to 3/4 km 1 1.20 0.50 0.60

1 0.75 0.30 0.231 0.30 0.90 0.271 1.20 0.50 0.601 1.20 0.40 0.481 1.80 0.45 0.811 10.00 1.00 10.006 1.00 0.50 3.001 5.00 1.00 5.005 0.50 0.30 0.751 1.20 0.50 0.601 5.00 1.50 7.501 2.00 1.00 2.00

3/4 to 3/6 km 1 7.00 1.00 7.002 1.00 0.50 1.001 7.00 1.50 10.501 3.00 1.00 3.003 10.00 1.50 45.00

3/6 to 3/8 km 2 30.00 1.25 75.002 15.00 1.50 45.00

3/8 to 4/0 Km 1 10.00 1.50 15.004/0 to 4/2 Km 5 0.45 0.30 0.68

1 3.75 0.35 1.314/2 to 4/4 Km 4 1.20 0.45 2.16

2 10.00 1.20 24.005/0 to 5/2 Km 10 0.60 0.20 1.20

2 1.50 0.50 1.503 1.00 0.90 2.70

10 0.90 0.50 4.505/2 to 5/4 Km 10 0.40 0.25 1.005/4 to 5/6 Km 2 0.30 0.25 0.15

5 0.45 0.30 0.685/6 to 5/8 Km 3 0.40 0.25 0.30

1 0.50 0.50 0.251 1.00 0.50 0.503 0.40 0.30 0.361 1.00 1.00 1.002 2.60 0.50 2.60

5/8 to 6/0 Km 3 0.60 0.40 0.726/0 to 6/2 Km 4 0.45 0.30 0.54

4 0.50 0.30 0.601 0.10 3.75 0.38

6/2 to 6/4 Km 17 0.40 0.30 2.043 1.20 0.30 1.08

6/4 to 6/6 Km 10 0.40 0.25 1.001 1.00 0.30 0.301 1.50 0.50 0.75

Premeasurements of pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20mm thick

of 20


1 2 3 4 5 6 7

Sl.No

Thickness

10 0.40 0.20 0.80

of 20


1 2 3 4 5 6 7

Sl.No

Thickness

6/6 to 6/8 Km 5 0.40 0.25 0.503 1.80 0.40 2.162 3.00 0.60 3.601 1.00 0.50 0.50

6/8 to 7/0 Km 5 0.30 0.20 0.301 1.00 0.50 0.503 0.40 0.30 0.362 3.00 2.00 12.00

7/2 to 7/4 Km 6 0.20 0.20 0.247/6 to 7/8 km 1 0.40 0.30 0.127/8 to 8/0 km 2 1.00 0.50 1.00

1 1.80 0.30 0.548/0 to 8/2 km 1 0.20 3.75 0.75

1 1.00 3.75 3.758/2 to 8/4 km 3 0.40 0.30 0.36

1 1.00 1.00 1.003 0.75 0.45 1.013 0.70 0.40 0.843 2.00 0.30 1.805 0.40 0.30 0.60

8/4 to 8/6 km 2 0.90 0.40 0.727 0.65 0.30 1.37

8/6 to 8/8 km 10 0.50 0.30 1.506 0.60 0.45 1.62

8/8 to 9/0 km 2 2.20 0.45 1.983 1.50 0.55 2.482 1.00 0.45 0.904 0.60 0.30 0.721 4.20 0.50 2.106 0.55 0.40 1.323 0.50 0.40 0.604 0.60 0.40 0.96

9/0 to 9/2 km 4 0.45 0.30 0.542 5.00 0.80 8.005 1.80 0.40 3.602 3.00 0.60 3.601 1.00 0.50 0.502 2.00 0.60 2.401 0.60 0.30 0.18

9/2 to 9/4 km 2 2.60 0.50 2.604 3.00 0.40 4.805 1.70 0.90 7.653 2.00 1.00 6.007 0.40 0.25 0.70

9/4 to 9/6 km 3 0.60 0.35 0.636 0.45 0.35 0.95

9/6 to 9/8 km 6 0.50 0.30 0.903 0.90 0.45 1.226 0.90 0.45 2.43

9/8 to 10/0 km 6 0.90 0.45 2.435 0.90 0.50 2.252 0.50 0.70 0.702 1.50 0.90 2.703 5.10 1.20 18.366 2.90 0.60 10.44

10/4 to 10/6 km 1 0.35 0.25 0.091 1.80 0.30 0.542 0.20 3.75 1.501 1.00 3.75 3.753 0.40 0.30 0.36

11/0 to 11/2 km 1 1.00 0.40 0.401 0.50 1.00 0.501 0.50 0.50 0.25

11/2 to 11/4 km 1 1.00 0.50 0.503 0.40 0.30 0.36

of 20


1 2 3 4 5 6 7

Sl.No

Thickness

11/6 to 11/8 km 2 3.00 2.00 12.002 0.60 0.30 0.361 4.20 0.50 2.106 0.55 0.40 1.32

12/0 to 12/2 km 6 6.00 0.55 19.804 3.50 1.20 16.807 4.20 1.00 29.402 0.50 0.70 0.70

12/2 to 12/4 km 2 1.50 0.90 2.703 5.10 1.20 18.366 2.90 0.60 10.44

12/4 to 12/6 km 5 2.10 0.50 5.253 4.00 0.70 8.404 3.40 0.40 5.442 6.00 1.20 14.40

12/6 to 12/8 km 12 0.40 0.20 0.964 0.60 0.35 0.847 0.50 0.35 1.23

12/8 to 13/0 km 3 0.50 1.00 1.50

666.42



Executive Engineer,

(PR) PIU Division,

of 20

Road Furniture Sub-Estimate

S.No Description of work Quantity Rate Per Amount

1 2 3 4 5 6

1

1.00 5850.00 Each 5850.00

2

4.00 2500.00 Each 10000.00

3

1.00 2500.00 Each 2500.00

4

2.00 1200.00 Each 2400.00

5

5.00 400.00 Each 2000.00

TOTAL 22750.00



Executive Engineer,

(PR) PIU Division,

Name of the work : Laying of CC Road in --------------------------- village of ----------------------- Mandal (Devunuri Ramesh (H) to I. Rajamouli (H))

Supply and fixing of Name Board including cost of materials, fixing, painting, lettering etc., complete

Supply and fixing of Caution Board including cost of materials, fixing, painting, lettering etc., complete

Supply and fixing of Village Board including cost of materials, fixing, painting, lettering etc., complete

Supply and fixing of KM Stones including cost of materials, fixing, painting, lettering etc., complete

Supply and fixing of HM Stones including cost of materials, fixing, painting, lettering etc., complete

cc road model estimate with ssr 2012-13 excel

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