godavarru works with ssr 2013-14 revised specification 16-12-2013

8/13/2019 Godavarru Works With SSR 2013-14 Revised Specification 16-12-2013

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Mandal : Duggirala

Estimate Cost Rs. 77.00 Lakhs

Construction of CC Drains and CC Roads in Godavarru

village of Duggirala Mandal

Estimate

Name of the work


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Name of the Work: Construction of Side Drains and CC Roads in Godavarru Village of Duggirala Mandal

CROSS SECTION OF DRAIN & Road

70 cm Gravel Shoulders

Concrete pavement 200 mm

Gravel Shoulders

20 cm 20 cm Granular Sub base 75 mm

Grading 2nd layer 75 mm

20 cm Grading 1st layer 75 mm

45 cm

G L 0.306.900

60 cm Length of Road 1 90Length of Road 2 90

10 cm 10 CM 10 cm Length of Road 3 90

Length of Road 4 90

Sand Filling -15 cm Length of Road 5 85

Length of Road 6 81

Length of Road 7 85

35

646

for 6.00 Mtrs WIDTH ROAD

90 cm Main Road from 6th to

V

CC1

:3:6

V

CC1

:3:6

PCC 1:5:10 - 10 cm


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Est.Rs. 41.00 Lakhs

Assistant Engineer Deputy Executive Engineer Executive Engineer

APSHCL, Duggirala APSHCL, Mangalagiri APSHCL, Guntur

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 1501.2.2 M30

(Grade) design mix, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than

0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel

channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as

per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and

finished in continuous operation including provision of contraction and expansion, construction joints, applying

debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, 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 MORD of un-reinforced plain cement concretepavement M30 (Grade design mix ) to thick ness of 200 mm is proposed

Construction of Gravel Base / shoulders including cost, seigniorage charges and conveyance of all

materials to work site and spreading in uniform layers by approved means, on prepared surface and

compacting with vibratory roller to achieve the desired density at OMC etc., complete for finished item of

work as per MoRT&H Specification 401& 407 (4th revision) and as directed by the Engineer-in-charge.

Gravel shoulders on both sides of the road and proposed required CD works

Necessary provisions are also made for Joint filler board, VAT @ 5%, Q.C charges @ 2.50 % ,Labour cess

@ 1.00 %, Ps Charges 7.50 % , Etc.

The detailed estimate is prepared with current schedule of rates (ie 2013-14 ) and the work will be carried

out as per APDSS

Specification report to accompany the Detailed estimate for the work

The above work was proposed for sanction under under indiramma Infrastructure funds in Indiramma

Layouts where SC/STs are more than 90%. Hence detailed estimate is prepared with the following

provisions.

Removal of Unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding

compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid

separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 MORD / 301 MORTH is

proposed to a depth of 75 mm

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam

specification including spreading in uniform thickness, hand packing, rolling with three wheel 80 -100 kN

static roller in stages to proper grade and camber, applying and brooming, stone screening/binding

materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density

Grading 1 as per Technical Specification Clause 404 (WBM Grading 2nd Layer to a compacted thickness

of 75mm ) for providing two grading layers of each 75 mm thick

Name of the Work: Construction of CC Roads in Godavarru Village of Duggirala Mandal

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 compactingwith vibratory roller to achieve the desired density, complete as per clause 402 MORTH Grading C

(Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)) of granular sub-base is proposed to

thick ness of 75 mm


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Estimate Cost : Rs 7700000.00

S.No Description of Item Amount

1 Construction of CC Road (Sub Estimate) 3328378.00

2 Construction of Drain (Sub Estimate) 2920009.00

Sub Total (1+2) 6248387.00

4 Provision for PS Charges 7.5% 468629.00

5 Provision for VAT at 5% 312419.00

6 Provision for 3rd Party Quality control @2.5% 156209.00

7 Provision for labour cess 1% 62484.00

8 Provision for Tender premium at 5.00% 312419.00

10 Unforceen Items 139453.00

Grand Total:- Rs 7700000.00

Assistant Engineer Deputy Executive Engineer

APSHCL, Duggirala APSHCL, Mangalagiri

Executive Engineer

APSHCL, Guntur

GENERAL ABSTRACT

Name of the Work: Construction of Side Drains and CC Roads in Godavarru Village of

Duggirala Mandal


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Estimate cost Rs. 41.00 lakhs

SNo. Description of Item Nos. L B D Qty. Rate per Total value

1

Cross Roads 6 54.00 3.60 0.075 87.48

Cross Roads 5 40.00 3.60 0.075 54.00

141.48 74.92 10600.00

Cu.m 1 cu.m

2

Grading 1st Layer

Cross Roads 6 54.00 3.30 0.075 80.19

Cross Roads 5 40.00 3.30 0.075 49.50

129.69 2642.00 342641.00

Cu.m 1 Cum

3

Grading 2 Layer

Cross Roads 6 54.00 3.30 0.075 80.19

Cross Roads 5 40.00 3.30 0.075 49.50

129.69 2642.00 342641.00

Cu.m 1 Cum

4

Sub Base

Cross Roads 6 54.00 3.30 0.075 80.19

Cross Roads 5 40.00 3.30 0.075 49.50

129.69 1929.79 250274.00

Cu.m 1 cu.m

Providing, laying, spreading and compacting stone aggregates of specific sizes

to water bound macadam specification including spreading in uniform

thickness, hand packing, rolling with three wheel 80 -100 kN static roller in

stages to proper grade and camber, applying and brooming, stone

screening/binding materials to fill-up the interstices of coarse aggregate,

watering and compacting to the required density Grading 1 as per Technical

Specification Clause 404 (WBM Grading 2nd Layer to a compacted

thickness of 75mm )

DETAILED CUM ABSTRACT ESTIMATE

Name of the Work: Construction of CC Roads in Godavarru Village of Duggirala Mandal

Removal of Unserviceable soil including excavation, loading and disposal upto

1000 m lead but excluding compaction ground supporting embankment

subgrade replacement by suitable soil, which shall be paid separately as per

Clause 303.5.2 as per Technical Specification Clause 302.3.11 MORD / 301

MORTH

Providing, laying, spreading and compacting stone aggregates of specific sizes

to water bound macadam specification including spreading in uniform

thickness, hand packing, rolling with three wheel 80 -100 kN static roller in

stages to proper grade and camber, applying and brooming, stone

screening/binding materials to fill-up the interstices of coarse aggregate,

watering and compacting to the required density Grading 1 as per TechnicalSpecification Clause 404 (WBM Grading 2nd Layer to a compacted

thickness of 75mm )

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 clause 402 MORTH

Grading C (Granular Sub-Base with Coarse Graded Material (Table:- 400- 2))

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5

Cross Roads 6 54.00 3.30 0.20 213.84

Cross Roads 5 40.00 3.30 0.20 132.00

345.84 6021.92 2082621.00

Cu.m 1 cu.m

6

For shoulders both side

Cross Roads 6 2 54.00 0.75 0.20 97.20

Cross Roads 5 2 40.00 0.75 0.20 60.00

157.20 742.60 116737.00

Cu.m 1 cu.m

7

for Cross Roads 2 11 2.50 55.00for Cross Roads 2 11 2.50 55.00

110.00 1555.50 171105.00

8

for Cross Roads 2 11 2.50 55.00

for Cross Roads 2 11 2.50 55.00

110.00 106.90 11759.00

Total Estamate 3328378.00

Provision for PS Charges 7.5% 249628.00

Provision for VAT at 5% 166419.00

Provision for 3rd Party Quality control @2.5% 83209.00

Provision for labour cess 1% 33284.00Provision for Tender premium at 5.00% 166419.00

Unforceen Items 72663.00

Total 4100000.00



Supply and delivery of RCC NP3 pipes of 450 mm dia including collars and

conveyance charges etc, complete

Laying and fixing of RCC NP3 pipes of 450 mm dia including all labour

charges etc, complete

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 1501.2.2 M30 (Grade) design mix ,

coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not

less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design,

laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron

thick polythene film, wedges, steel plates including levelling the formwork as per

drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed

and plate vibrators and finished in continuous operation including provision of

contraction and expansion, construction joints, applying debonding strips, primer,sealant, dowel bars, near approaches to bridge / culvert and construction joints,

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 MORD.

Construction of Gravel Base / shoulders including cost, seigniorage charges

and conveyance of all materials to work site and spreading in uniform layers by

approved means, on prepared surface and compacting with vibratory roller to

achieve the desired density at OMC etc., complete for finished item of work as

per MoRT&H Specification 401& 407 (4th revision) and as directed by theEngineer-in-charge.

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Est.Rs. 36.00 Lakhs



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 ( M15 concrete design mix

) for Drain Wall is proposed to a length of 843.00 mts on both sides of the road is proposed.

Specification report to accompany the detailed estimate for the work

Name of the Work: Construction of Side Drains in Godavarru Village of Duggirala Mandal

The above work was proposed under indiramma Infrastructure funds. Hence detailed estimate is

prepared with the following provisions.

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 14days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500,

1700 & 2100 MORTH. ( M10 Concrete , nominal mix 1:3:6) for Bed Concrete 0.10m depth is proposed.

Necessary provisions are also made for Joint filler board, VAT @ 5%, Q.C charges @ 2.50 % ,Labour cess

@ 1.00 %, Ps Charges 7.50 % , Etc.The detailed estimate is prepared with current schedule of rates (ie 2013-14 ) and the work will be carried out

as per APDSS

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

Sand filling 150 mm th for shoe wall fondation is proposed with filling Sand in foundation trenches as

per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

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 Excluding Seignorage and VAT

including OH&CP (at bottom portion of drain) M20 concrete at Concreting at bottom of drain to thick ness of

100 mm is proposed

Plastering with cement mortar (1:4), 12 mm thickness as per technical specification 1300 & 2200 MORTH

for inside and top portion of drain is proposed

Certified that the above village is with in 12 Km Radious of from Tadepalli Municipality limits. Hence

20 % extra over the rates on labour component of works provision is made in this estimate


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Estimate cost Rs. 36.00 lakhs


1

Side walls

Main Road 1 x 2 185.00 0.90 0.600 199.80 Cum

Cross Roads 7 x 2 40.00 0.90 0.600 302.40 Cum

Cross Roads 7 x 2 54.00 0.90 0.600 408.24 Cum

910.44 116.19 105784.00

Cu.m 1 cu.m

2

Main Road 1 x 2 185.00 0.90 0.150 49.95

Cross Roads 7 x 2 40.00 0.90 0.150 75.60

Cross Roads 7 x 2 54.00 0.90 0.150 102.06

227.61 512.70 116696.00

Cu.m 1 cu.m

3

Bottom

Main Road 1 x 2 185.00 0.90 0.100 33.30

Cross Roads 7 x 2 40.00 0.90 0.100 50.40

Cross Roads 7 x 2 54.00 0.90 0.100 68.04

151.74 3799.40 576521.00

Cu.m 1 cu.m

4

Side walls

Main Road 1 2 x 2 185.00 0.20 0.550 81.40

Cross Roads 7 2 x 2 40.00 0.20 0.550 123.20

Cross Roads 7 2 x 2 54.00 0.20 0.550 166.32

DETAILED CUM ABSTRACT ESTIMATE

Name of the Work: Construction of Side Drains in Godavarru Village of Duggirala

Mandal

Earthwork in excavation for structures as per drawing

and technical specifications Clause 305.1 includingsetting 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

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 hardstone 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 ( M10

Concrete , nominal mix 1:3:6)

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 ( M15 concrete design mix)

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370.92 4479.60 1661573.00

Cu.m 1 cu.m

5

At bottom of Drain

Main Road 1 2 185.00 0.30 0.100 11.10

Cross Roads 7 2 40.00 0.30 0.100 16.80

Cross Roads 7 2 54.00 0.30 0.100 22.68

50.58 4828.40 244220.00

Cu.m 1 cu.m

6

Total drain

Main Road 1 2 185.00 1.600 592.00

Cross Roads 7 2 40.00 1.600 896.00

Cross Roads 7 2 54.00 1.600 1209.60

2697.60 79.78 215215.00

Sq.m 1 Sq.m

Total Estamate 2920009.00

Provision for PS Charges 7.5% 219001.00

Provision for VAT at 5% 146000.00

Provision for 3rd Party Quality control @2.5% 73000.00

Provision for labour cess 1% 29200.00

Provision for Tender premium at 5.00% 146000.00

Unforceen Items 66790.00

3600000.00



Total amount

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 Excluding Seignorage and VAT includingOH&CP (at bottom portion of drain) M20 concrete

Plastering with cement mortar (1:4), 12 mm thickness as

per technical specification 1300 & 2200 MORTH

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S.

NoQuantity Unit Description Rate Rs. per

1 2 3 4 5 6

"13-14 40.00

0% 50.00

14% 22.00

1Removal of Unserviceable Soil with Disposal upto

1000 m

RBR-EECD

Removal of Unserviceable soil including excavation,

loading and disposal upto 1000 m lead but excluding

compaction ground supporting embankment

subgrade replacement by suitable soil, which shall be

paid separately as per Clause 303.5.2 as per Technical

Specification Clause 302.3.11 MORD / 301 MORTH

Unit = cum

Taking output = 360 cuma) Labour

- day Mate

2.080 day Mazdoor (Unskilled) 280.00 1 day

b) Machinery

3.60 hour Excavator 0.90 cum bucket capacity @ 100 cum per hour 2754.50 1 hour

15.00 hour Tipper 5.5 cum capacity, 4 trips per hour 877.30 1 hour

14% c&d) Overheads & Contractors Profit 23658.10

Cost for 360 cum = a+b+c+d

Rate per cum = (a+b+c+d)/360

2Granular 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 clause

402 MORTH Grading C

Unit = cum

Taking output = 300 cum

a) Labour

- day Mate

2.40 day Mazdoor skilled 280.00 1 day

8.00 day Mazdoor 280.00 1 day

b) Machinery

6.00 hour Mortar Grader 110 HP @ 50 cum per hour 3216.00 1 hour

30.00 hour Three wheel Roller 80-100 KN @10cu.m/hour 1704.60 1 hour

3.00 hour Water tanker 6 KL capacity 624.00 1 hour 12.00 hour Tractor with Rotavator 25 cu.m/hour 422.00 1 hour

c) Material

For coarse graded Granular sub-base Materials per table

400-2

For Grading-C Material (CBR Value minimum 20)

134.00 cum 9.5 mm to 4.75 mm @ 35 per cent 1327.51 1 cum

48.00 cum 4.75 mm to 2.36 mm @ 12.5 per cent 987.51 2 cum

201.60 cum 2.36 mm below @ 52.5 per cent (Dust) 1015.01 1 cum

18.00 KL Cost of water 0.00 1 KL

Total Seignorage Charges 19180.00

Overheads &

Contractor's Profit

Sand

HBG Metal

Gravel/Earth

Name of the Work:

SSR

MUNICIPAL

ALLOWANCE

Seignorage Char

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1 2 3 4 5 6

14% Add over heads& contr.profit Exclu. Sei. Charges 491014.84

Cost for 300 cum = a+b+c+d+e


3 a Grading 1Layer

Water Bound Macadam Sub-base/base With stone

screening / binding materials WBM Grading 1 Layer

100mm thick

RBR-SBBS-9

(i) Providing, laying, spreading and compacting stone

aggregates of specific sizes to water bound macadam

specification including spreading in uniform thickness,

hand packing, rolling with three wheel 80 -100 kN static

roller in stages to proper grade and camber, applying and

brooming, stone screening/binding materials to fill-up the

interstices of coarse aggregate, watering and compacting to

the required density Grading 1 as per Technical

Specification Clause 404 MORTH & 405 MORD.

For compacted thickness of 100 mm.By Manual Means (Common for rural & urban

works)

Unit = cum


a) Labour

- day Mate

12.08 day Mazdoor (Skilled) 280.00 1 day


b) Machinery

6.00 hour Vibratory roller 8-10 tonnes @ 60 cum per hour 2541.40 1 hour

24.00 hour Water tanker 6 kl capacity 624.00 1 hour

c) Material

Aggregate

Grading 1 90 mm to 45 mm @ 1.21 cum per 10 sqm forcompacted thickness of 100 mm

217.8 cum 75mm IRC HBG metal 906.51 1 cum

200.38 cum 63mm IRC HBG M/C metal 981.51 1 cum

17.42 cum 45 mm IRC HBG M/C metal 1190.51 1 cum

Stone Screenings

97.20 cum Type A 13.2 mm for Grading-1 @ 0.27 cum per 10sqm 1577.51 1 cum

Binding Material

28.80 cumBinding Material @ 0.08 cum per 10 sqm forgrading 1

material (Rate of 2.36mm & Below)1015.01 1 cum

144.00 kl Water 0.00 1 KL

Total Seignorage Charges 28080.00


Cost for 360 cum = a+b+c+d+e (3 Wheel Roller)

Rate per cum = (a+b+c+d+e)/360

3 b Grading 2 LayerWBM Grading 2nd Layer 75mm thick By

Mechanical Means

Unit = cum


a) Labour



b) Machinery


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1 2 3 4 5 6


Materials

217.8 cum 60-63mm IRC HBG metal 1021.51 1 cum

200.38 cum 40-45mm IRC HBG M/C metal 1337.51 1 cum

17.42 cum 19-22.40 mm IRC HBG M/C metal 1832.51 1 cum

86.40 cum Type B 11.2 mm for Grading 2 @ 0.18 cum per 10sqm 1577.51 1 cum

Binding Material

28.80 cumBinding material @ 0.06 cum / 10sqm (Rate of 2.36mm &

Below)1015.01 1 cum

144.00 kl Water 0.00 1 KL

Seignorage Charges 27540.00




3 c Grading 3 Layer WBM Grading 3 Layer

RBR-SBBS-9

(i) Providing, laying, spreading and compacting stone



hand packing, rolling with smooth wheel roller 80-100 kN

in stages to proper grade and camber, applying and

brooming, stone screening to fill-up the interstices of

coarse aggregate, watering and compacting to the required

density Grading 3 as per Technical Specification Clause

405 MORD/ 404 MORTH. For compacted thickness of

75 mm.

By Manual Means

Unit = cum


a) Labour



b) Machinery



c) Material (Refer Tables 400.7, 8, 9 & 10 MORD/

400.6, 7, 8 & 9 MORTH)

Aggregate

cumGrading 3 53 mm to 22.4 mm @ 0.91cum per 10 sqmfor

compacted thickness of 75 mm

357.19 cum 40-45mm IRC HBG M/C metal 1337.51 1 cum

78.41 cum 19-22.40 mm IRC HBG M/C metal 1832.51 1 cum

Stone Screening

86.40 cum Type B 11.2 mm for Grading 3 @ 0.18 cum per 10sqm 1422.51 1 cum

Binding Material

28.80 cumBinding Material @ 0.06 cum per 10 sqm forGrading 2

material (Rate of 2.36mm & Below)1015.01 1 cum

144.00 kl Water 0.00 1 KL


Note : Type A Screening can be used in Grading 2

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1 2 3 4 5 6




3 d II WBM Grading 2

RBR-SBBS-9

Providing, laying, spreading and compacting stone



hand packing, rolling with smooth wheel roller 80-100 kN

in stages to proper grade and camber, applying and

brooming, stone screening/binding materials to fill-up the

interstices of coarse aggregate, watering and compacting to

the required density grading 2 as per Technical

Specification Clause 405 MORD / 404 MORTH. For

compacted thickness of 75 mm.

By Manual Means

Unit = cum


a) Labour

day Mate 280.00 1 day



b) Machinery

36.00 hour Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area

works1704.60 1 hour

24.00 hour Water tanker 6 kl capacity624.00 1 hour

c) Material (Refer Tables 400.7, 8, 9 and 10 MORD/ 400.6, 7,

8 & 9 MORTH)

Aggregate

435.60 cumGrading 2 63 mm to 45 mm @ 0.91 cum per 10 sqm for

compacted thickness of 75 mm1058.51 1.00 cum

Stone Screening

86.40 cum Type B 11.2 mm for Grading 2 @ 0.18 / 0.20 cum/10sqm 1422.51 1.00 cum

(OR)

57.60 cum Type B 13.2 mm for Grading 2 @ 0.12 cum per 10sqm 1577.51 1.00 cum

Binding Material

28.80 cumBinding Material @ 0.06 cum per 10 sqm for Grading 2

material1015.01 1.00 cum

144.00 kl Water 0.00 1.00 KL

Using 11.2 mm for Grading 2 :




Note : When BT is taken up, simultaneously, avoid Binding material

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Using 13.2 mm for Grading 2





4

Providing and applying track 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 as per Tech. specification No 503 MORTH

Unit = sqm

Taking output = 3500 sqm

a) Labour

2.080 day Mazdoor (Unskilled) 280.00 1 dayb) Machinery

2.800 hour Mechanical broom @ 1250 sqm per hour 357.00 1 hour

2.800 hour Air compressor 250 cfm 499.40 1 hour

2.000 hour Emulsion pressure distributor @ 1750 sqm per hour 860.00 1 hour

c) Material

0.700 t Bitumen emulsion @ 0.2 kg per sqm 37179.93 1 Mt

14% d&e) Overheads & Contractors Profit 30726.27

Rate per sq.m = (a+b+c+d)/3500 sq.m

Rate per sq.m = (a+b+c+d)/3500 sq.m

5

20mm thick Open-Graded Premix Carpet using

Bituminous (penetration grade/modified bitumen)

Binder

Providing, laying and rolling of open-graded premix carpetof 20 mm thickness composed of 13.2 mm to 5.6 mm

aggregates either using penetration grade bitumen or

emulsion to required line, grade and level to serve as

wearing course on a previously prepared base, including

mixing a suitable plant, laying and rolling with a three

wheel 0-100 kN static roller capacity, finished to required

level and grades to be followed by seal coat of either type

A or Type B or Type C as per Technical Specification

Clause 508 MORD.

Case - II By Mechanical Means

Bitumen (S-65)

Unit = sqm

Taking output = 4000 sqm (80 cum)a) Labour



b) Machinery

6.000 hour HMP 30/40 t per hour 19120.00 1 hour

6.000 hour Electric generator set 125 KVA 1320.00 1 hour

6.000 hour Front end loader 1 cum bucket capacity 1646.00 1 hour

3.640 hour Tipper 5.5 cum - 10 t capacity 877.30 1 hour

6.000 hour Paver finisher 2249.00 1 hour

16.000 hour Three wheel 80-100 kN static roller 1283.00 1 hour

c) Material

5.840 t Bitumen (S-65) @ 14.60 kg per 10 sqm 37179.93 1 Mt

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1 2 3 4 5 6

108.000 cumCrushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum

per 10 sqm1422.51 1 cum



Cost of 4000 sqm = a+b+c+d+e

Rate per 1 sq.m = (a+b+c+d)/4000 sq.m

6 Seal Coat

Providing and laying seal coat sealing the voids in a

bituminous surface laid to the specified levels, grade and

cross fall using Type A, Type B and Type C as per

Technical Specification Clause 510 MORD. (using Three

wheel 80-100 kN static roller)

By Manual Means

Bitumen (S-65)

Unit = sqm


a) Labour

- day Mate1.000 day Bitumen Sprayer 280.00 1 day


7.150 day Mazdoor (Semi-Skilled) 280.00 1 day

b) Machinery

2.200 hour Bitumen boiler oil fired, capacity 1000 litre fitted with

spray set209.00 1 hour

2.200 hour Three wheel 80-100 kN static roller 1283.00 1 hour

c) Material

1.078 t Bitumen (S-65) @ 9.80 kg per 10 sqm 37179.93 1 cum

9.900 cum

Crushed stone chipping of 6.7 mm size 100 per cent

passing 11.2 mm sieve and retained on 2.36 mm sieve

applied @ 0.09 cum per 10 sqm

1232.51 1 cum



Cost of 1100 sqm = a+b+c+d+e

Rate per 1 sq.m = (a+b+c+d)/1100

7

Cost and supply of Gravel for formation of roads

Including cost and Seignorage charges and conveyance of

all materials to work site and spreading in uniform layers

by approved means, on prepared surface and compacating

with vibrating roller to achieve the desired density.

A. Gravel Roads

The rate as applicable for sub-grade construction may be

adopted.For Grading III Material (CBR Value minimum 20)

Unit = cum


D&e) Overheads & Contractors Profit



b) Machinery

36.00 hour Three wheel 80-100 kN Static Roller 1704.60 1 hour

12.00 hour Tractor with Rotavator 422.00 1 hour

12.00 hour Tractor with Grader 422.00 1 hour


15 /87


16/87

S.


1 2 3 4 5 6

c) Material

237.6 cum Gravel(9.5MM-4.75mm)66% 508.46 1 cum

122.4 cum 2.36 mm below @ 34 per cent (Dust) 1015.01 1 cum

18.00 kl Water 1 KL



Cost for 300cum = a+b+c+d+e (3 Wheel Roller)


8

Construction of Gravel shoulders including cost,

seigniorage charges and conveyance of all materials to

work site and spreading in uniform layers by approved

means, on prepared surface and compacting with

vibratory roller to achieve the desired density at OMC etc.,

complete for finished item of work as per MoRT&H

Specification 401& 407 (4th revision) and as directed by

the Engineer-in-charge.

( Payment will be made based on levels for finished

item of work )

Unit = cum


(A) Labour

0.40 day Mate 280.00 1 day

2.00 day Mazdoor skilled 280.00 1 day

8.00 day Mazdoor unskilled 280.00 1 day

(B) Machinery

6.00 hr Vibratory roller 8T 2541.40 1.00 hr

3.00 hr Water tanker 6 KL 624.00 1.00 hr

(C) Material

384.00 cum Gravel 508.46 1.00 cum



Cost for 300cum = a+b+c+d


9

RBR-SBBS-12 Granular sub-base/base/surface course with local materials (Table 400.13)

by mix in place method normal Construction of granular sub-base by

providing local material spreading in uniform layers with motor grader on

prepared surface, mixing by mix in place method with rotavator at once

and compacting with smooth wheel roller to achieve the desired density

complete as per Clause 401.4 as per Technical Specification Clause 408

MORD.

Using naturally occurring gravel

Unit = cum


a) Labour

day Mate 280.00 1 day



b) Machinery

6.00 hour Motor grader 110 HP 50 cum per hour 3216.00 1 hour

30.00 hour Three wheel 80-100 kN static roller @10 cum per hour 1704.60 1 hour

12.00 hour Tractor with rotavator 25 cum per hour 422.00 1 hour

16 /87


17/87

S.


1 2 3 4 5 6


c) Material

384.00 cum Naturally occurring gravel (Local materials as per Table 400.13) 508.46 1 cum

30.00 kl Water 0.00 1 kl

Basic Cost

Seignorage Charges 19200.0014% Add over heads& contr.profit Exclu. Sei. Charges 258161.04

Cost for 300cum = a+b+c+d


10

RBR-CCPV-5

Unit = cum

Taking output = 75 cum (172.50 t)

(100 x 3.75 x 0.200)

a) Labour

day Mate 280.00 1.00 day

5.00 day Mason (1st class) 350.00 1.00 day

5.00 day Mason (2nd class) 320.00 1.00 day

150.00 day Mazdoor (Unskilled) 280.00 1.00 day

6.00 day Mazdoor (Skilled) 280.00 1.00 day

2.00 day Surveyor 320.00 1.00 day

6.00 day Mazdoor (Semi-Skilled) 280.00 1.00 day

1.00 dayBlacksmith for cutting of dowel bars including removal of burrs,

fabrications & fixing of dowel bars.

b) Machinery

36.00 hour Concrete mixer 0.28 / 0.4 cum capacity (6 mixers) with weigh

batcher and suitable capacity calibrated water tank417.40 1.00 Hour

9.00 hour Needle vibrator 152.20 1.00 Hour

9.00 hour Screed vibrator 0.00 1.00 Hour

9.00 hour Plate vibrator 152.20 1.00 Hour

4.00 hour Concrete joint cutting machine for initial & final cuts 0.00 1.00 Hour

5.00 hour Water tanker 6 kl capacity 624.00 1.00 Hour

2.00 hour Air Compressor (1 hour initial + 1 hour final) 499.40 1.00 Hour

c) Material

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 (25 mm & 12.5 mm blending)

44.55 cum 20 mm HBG Metal 1832.51 1.00 Cum

22.95 cum 12 mm HBG Metal 1577.51 1.00 Cum

33.75 cumSand as per IS:383 and conforming to Clause 1500.2.4.2 @ 0.45

cum/cum of concrete467.77 1.00 Cum

26.25 t Cement @ 310 kg/cum of concrete 5.70 1.00 Cum

412.50 sqm Polythene sheet 125 micron 15.00 1.00 Sq mt

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 1501.2.2 M30 (Grade) design mix, coarse and fine

aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum

capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side

formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel

plates including levelling the formwork as per drawing), spreading the concrete with sholvels,

rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation

including provision of contraction and expansion, construction joints, applying debonding

strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints,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 MORD.

17 /87


18/87

S.


1 2 3 4 5 6

Mild steel dowel bar 25 mm dia of grade S 240. 500 mm long20

Nos. at culvert/bridge slab and at construction joint including 5

per cent wastage.

0.118 t(4 x 20x 0.500) + 5 per cent wastage = 42 m @ 2.80 kg per m =

117.6 kg.43000.00 1.00 ton

5.00 kg Bitumen primer @ 200 ml per joint for 23 joints 37179.93 1.00 ton

19.00 litre Bituminous sealant 800 ml per joint for 23 joints 37179.93 1.00 ton90.00 m Jute rope 12 mm dia including 5 per cent wastage

90.00 m

Debonding strips 3.75 m (length) x 10 mm (width) x 5 mm

(thick) cut-out of rubber filler board or similar material including

5 per cent wastage

483.00 sqmtPolythene sheathing, covering 2/3rd dowel bars (20x23) and tight

fit including 5 per cent wastage15.00 1.00 Sq mt

122.00 litre Plasticizer 0.5 per cent by weight of cement 70.00 1.00 Ltr

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

18.00 kl Water for curing 0.00 1.00 kl

3.00 sqmJoint filler board 20 mm thick as per IS:1838

(4 x 3.75 x 0.200 = 3 sqm)925.00 1.00 Ltr

3.00%(d) Formwork @ 3% on cost of material, labour and machinery

(a+b+c)385203.05

Basic rate per 75 Cum

Seignorage Charges

Sand 1350.00

Agrregate 3375.00

4725.00


Add sundries

Rate per 75 Cum

Rate per Cum

11 Cost of RCC Pipes NP2

Unit = 1Rm

5.00 RM Cost and Conveyance charges of RCC Pipes 370.60 1.00 RM

1 No Cost of collars 87.00 1.00 No

Cost for 5Rm =a+b+c+d

Rate per RM is ( a+b+c+d )/5


Add sundries

Rate Per RM

12

Unit = 1Rm

Taking out put = 7.50 RM (3 pipes of 2.50 Mts length each )

upto 500 mm dia

a) Labour


deduct 20% for 300mm RCC Pipes

b)Material

Cost for 5Rm =a+b

Rate per RM is ( a+b )/7.50


Supply and delivery of RCC NP2 pipes of 300mm dia including collars and


Laying of RCC pipes NP2

Laying and fixing of RCC NP2 pipes of300mm diaincluding all labour charges etc, complete

18 /87


19/87

S.


1 2 3 4 5 6

Add sundries

Rate Per RM


Unit = 1Rm






Add sundries

Rate Per RM

14

Unit = 1Rm


upto 500 mm dia

a) Labour



b)Material

Cost for 5Rm =a+b



Add sundries

Rate Per RM


Unit = 1Rm






Add sundries

Rate Per RM

16

Unit = 1Rm


upto 500 mm dia

a) Labour



b)Material

Cost for 5Rm =a+b



Laying and fixing of RCC NP3 pipes of300mm diaincluding all labour charges etc, complete




Laying and fixing of RCC NP2 pipes of450 mm diaincluding all labour charges etc, complete

19 /87


20/87

S.


1 2 3 4 5 6



Add sundries

Rate Per RM


Unit = 1Rm






Add sundries

Rate Per RM

18

Unit = 1Rm


upto 500 mm dia

a) Labour



b)Material

Cost for 5Rm =a+b



Add sundries

Rate Per RM

19

RBR-FNDN-1

(I) Ordinary soil

(A) Manual Means

(i) Upto 3 m depth

Unit = cum


a) Labour



14% b&c) Overheads & Contractors Profit 1019.20 10.00 Cu.m

Add sundries

Cost for 10 cum = a+b+c

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

20


Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD

& 304 MORTH

Laying and fixing of RCC NP3 pipes of450 mm diaincluding all labour charges etc, complete


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

20 /87


21/87


22/87


23/87

S.


1 2 3 4 5 6


Seignorage Charges

Sand 19.20

Coarse aggregate 40.00

Total 59.20

14% Add over heads& contr.profit Exclu. Sei. Charges 3877.51 1.00 Cu.mAdd sundries

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

21 d d) RBR-FNDN-5

Sub-analysis

Cement mortar 1:5 (1 cement : 5 sand)

Unit = cum

(a) Material

0.288 t Cement 5.70 1.00 Kg

1.05 cum Sand467.77 1.00 Cum

(b) Labour



Total material and labour = (a+b)

Cement mortar 1:4 (1 cement : 4 sand)

Unit = cum

(a) Material

0.360 t Cement 5.70 1.00 Kg

1.05 cum Sand 467.77 1.00 Cum

(b) Labour



Total material and labour = (a+b)

22Plastering with cement mortar (1:5), 12 mm thick on brickwork in

substructure as per technical specification

RBR-SBST-3

Unit = 10 sqm


(a) Material

0.144 cum Cement mortar 1:5 (Rate as in item 11.5 II ) 2188.76 1.00 Cum

(b) Labour


0.500 day Mason 1st Class 350.00 1.00 day



Seignorage Charges

Sand 6.05

14% Add over heads& contr.profit Exclu. Sei. Charges 635.34 1.00 Cu.m

Add sundries

Rate per 10 sq mt

Rate per 1 sq mt

23Plastering with cement mortar (1:4), on brickwork in substructure as

per technical specification Section 1300 & 2200 MORTH

Note : Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added i

concrete works.

23 /87


24/87

S.


1 2 3 4 5 6

Unit = 10 sqm


(a) Material

0.144 cum Cement mortar 1:4 (Rate as in item 11.5 II ) 2599.16 1.00 Cum

(b) Labour


0.500 day Mason 1st Class 350.00 1.00 day



Seignorage Charges

Sand 6.05

14% Add over heads& contr.profit Exclu. Sei. Charges 694.43 1.00 Cu.m

Add sundries

Rate per 10 sq mt

Rate per 1 sq mt

Assistant Engineer Deputy Executive Engineer Executive

APSHCL, Duggirala APSHCL, Mangalagiri APSHCL,

24 /87


25/87

Amount Rs.

7

582.40

9916.20

13159.50

3312.13

26970.23

74.92

672.00

2240.00

19296.00

51138.00

1872.005064.00

177886.34

47400.48

204626.02

0.00

510194.84

ges

25 /87


26/87


27/87

Amount Rs.

7

14976.00

222484.88

268010.25

31922.32

136296.86

29232.29

0.00

837670.61

113418.29

951088.89

2642.00

3382.40

70000.00

61365.60

14976.00

477745.20

143687.11

122904.86

29232.29

0.00

923293.46

27 /87


28/87

Amount Rs.

7

125405.48

1048698.94

2913.10

0.00

3382.40

70000.00

61365.60

14976.00

461086.96

122904.86

90864.58

29232.29

0.00

733715.82

99066.21

832782.03

28 /87


29/87

Amount Rs.

7

2313.28

730907.82

98673.09

829580.91

2304.39

582.40

999.60

1398.32

1720.00

26025.95

4301.68

35027.95

10.10

2800.00

985.60

114720.00

7920.00

9876.00

3193.37

13494.00

20528.00

217130.79

29 /87


30/87

Amount Rs.

7

153631.08

544278.84

75443.04

619721.88

155.00

280.00

6160.00

2002.00

459.80

2822.60

40079.96

12201.85

64006.21

8891.57

72897.78

66.27

672.00

2240.00

61365.60

5064.00

5064.00

1872.00

30 /87


31/87

Amount Rs.

7

120810.10

124237.22

0.00

321324.92

43396.88

364721.80

1215.80

112.00

560.00

2240.00

15248.40

1872.00

195248.64

215281.04

28956.63

244237.67

814.20

0.00

694.40

2800.00

19296.00

51138.00

5064.00

31 /87


32/87

Amount Rs.

7

3120.00

195248.64

0.00

277361.04

36142.55

313503.59

1045.10

0.00

1750.00

1600.00

42000.00

1680.00

640.00

1680.00

15026.40

1369.80

0.00

1369.80

0.00

3120.00

998.80

81638.33

36203.86

15787.24

149625.00

6187.50

32 /87


33/87

Amount Rs.

7

5074.00

185.90

706.42

7245.00

8540.00

0.00

2775.00

11556.10

396759.15

54884.79

0.00

451644.00

6021.92

1853.00

87.00

1940.00

388.00

54.32

0.08

442.40

702.80

140.56

562.24

74.97

10.50

33 /87


34/87

Amount Rs.

7

0.03

85.50

3330.00

185.00

3515.00

703.00

98.42

0.08

801.50

702.80

702.80

93.71

13.12

0.07

106.90

4227.00

124.00

4351.00

870.20

121.83

0.07

992.10

702.80

140.56

562.24

34 /87


35/87

Amount Rs.

7

74.97

10.50

0.03

85.50

6589.00

233.00

6822.00

1364.40

191.02

0.08

1555.50

702.80

702.80

93.71

13.12

0.07

106.90

0.00

1019.20

142.69

0.01

1161.90

116.19

35 /87


36/87

Amount Rs.

7

0.00

86.80

367.77

454.57

58.04

0.09

512.70

0.00

145.60

508.46

654.06

88.49

0.05

742.60

1254.00

210.501203.76

0.00

0.00

35.00

389.20

166.96

81.12

36 /87


37/87

Amount Rs.

7

0.00

3340.54

458.86

0.00

3799.40

1881.00

210.50

481.51

659.71

256.06

0.00

35.00

389.20

166.96

163.20

4243.14

585.22

0.04

4828.40

1567.50

224.53

642.01439.81

113.81

0.00

35.00

389.20

166.96

357.89

37 /87


38/87

Amount Rs.

7

3936.71

542.860.03

4479.60

1641.60

491.16

0.00

56.00

2188.76

2052.00

491.16

0.00

56.00

2599.16

315.19

0.00

175.00

151.20

641.39

88.95

0.06

730.40

73.04

rate analysis of cement

38 /87


39/87

Amount Rs.

7

374.28

0.00

175.00

151.20

700.48

97.23

0.09

797.80

79.78

ngineer

untur

39 /87


40/87

SSR "13-14

MUNICIPAL ALLOWANCE 0%

Overheads & Contractor's Profit 14%

Initial 0%Rate Allow.

1 1st class mason I-11 350.00 0.00 350.00 per day

2 2nd class mason II-35 320.00 0.00 320.00 per day

3 1st class Brick Layer I-11 350.00 0.00 350.00 per day

4 2nd class Brick layer II-35 320.00 0.00 320.00 per day

5 1st class Painter I-35 400.00 0.00 400.00 per day

6 2nd class Painter II-37 320.00 0.00 320.00 per day

7 Head mazdoor II-10 320.00 0.00 320.00 per day

8 Man mazdoor III-3 280.00 0.00 280.00 per day

9 Woman mazdoor III-4 280.00 0.00 280.00 per day

10 skilled electrician I-5 400.00 0.00 400.00 per day

11 semiskilled electrician II-34 320.00 0.00 320.00 per day

12 helper II-34 320.00 0.00 320.00 per day

13 Cost of binding wire pno.231/1292 70.00 0.00 70.00 per Kg

A 1st - Floorper 1 sqm Rs. 8.99 Rs. 54.34 Rs.

B 2nd - Floorper 1 sqm Rs. 8.99 Rs. 77.01 Rs.

C 3rd - Floor per 1 sqm Rs. 8.99 Rs. 99.69 Rs.

D 4th - Floorper 1 sqm Rs. 8.99 Rs. 122.36 Rs.

A 1st - Floor per 1 sqm Rs. 0.90 Rs. 5.43 Rs.


C 3rd - Floorper 1 sqm Rs. 0.90 Rs. 9.97 Rs.


A 1st - Floorper 1 sqm Rs. 2.11 Rs. 11.08 Rs.


C 3rd - Floorper 1 sqm Rs. 2.11 Rs. 20.05 Rs.

HIRE CHARGES FOR ACCESS SCAFFOLDING - up to 3.66 M using Casurina Bellies, Bamboos, Woode

Runners, Wood Posts, Wall Plates etc., for BRICK MASONRY/STONE MASONRY - 1 sqm(Pno.91)

Labour & Materials

HIRE CHARGES FOR ACCESS SCAFFOLDING - up to 3.66 M using Casurina Bellies, Bamboos, Woode

Runners, Wood Posts, Wall Plates etc., for PLASTERING TO WALLS - 1 sqm(Pno-91)

Final Rate

HIRE CHARGES FOR STAGE SCAFFOLDING - up to 3.66 M using Casurina Bellies, Bamboos, Wooden

Runners, Wood Posts, Wall Plates etc., for CEILING PLASTERING - 1 sqm(Pno.92)

Name of the Work: Construction of Side Drains and CC Roads in Godavarru Villag

Duggirala Mandal

LABOUR CHARGES

UnitSl.No. Description SSR Sl.No.

Page 40 of 87


41/87


Sl.

No.

SSR

Sl. No.Unit Rate

1 3 4 5

1 BMS-W.68 Kg 27.00

2 BMT.J.27 Kg 20.60

3 BMT.J.24 Kg 47.00

4 BMT.J.26 Kg 44.24

5 BMT.J.20 Ltr 40.00

6 BMT.J.21 Kg 81.00

7 BMT.J.05 Ltr 135.00

8 BMT.J.03 Ltr 121.00

9 BMT.J.01 Kg 134.00

10 BMT.J.30 Ltr 230.00

11 BMT.J.22 Ltr 244.00

12 BMT.H.01 Kg 24.00

13 CSSR-A.03 Kg 70.00

14 BMS.W.17 Sqmt. 375.00

15 BMS.W.16 Sqmt. 274.00

16 BMT.C.01 Sqmt. 447.00

17 BMT.C.06 Sqmt. 335.00

18 BMT.B.16 Sqmt. 1008.00

19 BMS.W.20 Sqmt. 925.00

20 BMS.W.21 Sqmt. 530.00

21 BMT.B.05 10Sqmt. 1544.00

22 BMT.B.07 10Sqmt. 3603.00

22 BMT-F.28 Sqmt. 16.00

23 1 No 0.00

24 1 No 0.00

25 1 No 0.00

Oil Bound Distemper POWDER

Red Oxide Primer Paint Grade-I

Mastic Pad 0.60 x 1.20 Mts, 25.4mm thick

Synthetic enamel paint 1st quality (All Shades)

White Glazed Tiles of any Size 1st. Quality

Cement Jally 50mm thick

Wood Primer

Cement Primer Grade - I

Cement Jally 40mm thick

RCC Door Frame size 0.75 X1.98 mt (NK Materials)

Rabbit wire mesh

RCC Window Frame size 0.90 X1.20 mt (NK Materials)

RCC Door Frame size 0.98 X1.98 mt (NK Materials)

Polished kadapa slabs

Mastic Pad 0.60 x 1.20 Mts, 12.7mm thick

Ceramic tiles 7.3mm thick

Vitrified floor tiles 600 x 600 mm normal colour 1 st quality

Cost of binding wire

White Cement

Polished kadapa slabs 25mm thick

Snowcem or Equv. Quality

Water proof Cement Superior Quality

Plastic emulsion paint

Oil Bound Distemper

MATERIAL RATES OF BUILDING ITEMS

Description of Item

Impervious Water proofing compound

Surya Cem or Equivalent Quality

2

Page 41 of 87


42/87

63.33

86.00

108.68

131.35

6.33

8.60

10.87

13.14

13.19

17.68

22.16

Reapers,

Reapers,

Reapers,

e of

Page 42 of 87


43/87

26.65

Page 43 of 87


44/87

SSR "13-14

Muncipal Allowancwe 0%

Contractor Profit 14%

DISTANCE

TOTAL

RATE

1 Sand for Mortor M-005 Krishna River Cu.m 425.00 3.00 22.81

2 Sand for Filling M-004 Krishna River Cu.m 325.00 3.00 22.81

3 6mm HBG Metal M-050 Lam Cu.m 750.00 50.00 482.51

4 10 mm HBG metal M-051 Lam Cu.m 940.00 50.00 482.51




8 FAL-G.block (290x200x140) BMT-A11 Local 1 No 16.00 0.00 3.00



11 2nd class Country brick BMT-A01 Kollipara 1000 No 3707.00 12.00 188.48

12 Cement 0 Local 1kg 5.70 0.00 0.00

13 Water 0 Local KL 0.00 0.00 0.00

14 Steel 0 Local MT 43000.00 0.00 0.00

15 Gravel M-008 Vejandla 1 Cu.m 120.00 37.00 368.50

16 Stone crusher dust M-021 Lam 1 Cum 390.00 50.00 482.51

17 Quarry Rubbish M-148 Vejandla Cu.m 267.00 37.00 368.50

18 Earth(Conveyance only) 0.00

19300 dia. RCC NP2 class Plain ended

i esTenali RM 348.00 25.00 22.60

20 450 dia. RCC NP2 class Plain endedpipes

Tenali RM 611.00 25.00 55.00


pipesTenali RM 993.00 25.00 94.20


pipesTenali RM 791.00 25.00 54.40


pipesTenali RM 1235.00 25.00 82.80


i esTenali RM 2019.00 25.00 156.00

Assistant Engineer

APSHCL, Duggirala

LEAD STATEMENT

SI.

No.Description Unit Initial CostSSR Sl.No.


Conveyance Charges

FOR BUILDINGS-CCRoads-CCDrains

1. Certified that the above leads are corrcet and best of my knowledge.

Source of Material


45/87

SSR "13-14

Muncipal Allowancwe 0%

Contractor Profit 14%

DISTANCE

1 Sand for Mortor M-005 Krishna River Cu.m 425.00 3.00 2

2 Sand for Filling M-004 Krishna River Cu.m 325.00 3.00 2

3 60 to 63 mm IRC and MoRTH HBG metal Lam Cu.m 539.00 50.00 4



9 SS Revetment work 300mm Lam Cu.m 276.00 50.00 4

10Quarry spall (Field picked metal) Av. of rate 25mm

& 40mmLam Cu.m 165.00 50.00 4

11 150 mm soling stone HBG metal Lam Cu.m 186.00 50.00 4

12 40 to 45 mm IRC and MoRTH HBG M/C metal Lam Cu.m 855.00 50.00 4




16 9.5 to 11.20 mm IRC and MoRTH HBG M/C metal Lam Cu.m 940.00 50.00 4


18 2.36 to 5 mm IRC and MoRTH HBG M/C metal Lam Cu.m 505.00 50.00 4

19 HBG Stone chips 2.36mm and below Lam Cu.m 532.50 50.00 4

20 75mm size IRC and Morth HBG metal Lam Cu.m 424.00 50.00 4

21 65mm size IRC and Morth HBG metal Lam Cu.m 499.00 50.00 4

22 FAL-G.block (290x200x140) BMT-A11 Local 1 No 16.00 0.00



25 2nd class Country brick BMT-A01 Kollipara 1000 No 3707.00 12.00 1

26 Cement 0 Local 1kg 5.70 0.00

27 Water 0 Local KL 0.00 0.00

28 Gravel M-008 Vejandla 1 Cu. 120.00 37.00 3

29 Stone crusher dust M-021 Lam 1 Cum 390.00 50.00 4

30 Mild steel Local ton 4300031 Bitumen Vishakhapatnam 1mt 35829.93 900.00 13

APSHCL, Duggirala


FOR ROADS & Levelling Works

Conveyance Cha

Source of Material

Conveyance of Bitumen for Bulk and packed Rs.1.50 KM/MT

1. Certified that the above leads are corrcet and best of my knowledge.

Unit Initial CostSI.

No. Description SSR Sl.No.

LEAD STATEMENT


46/87

Seigniorage charges 50.00

Sl.

NoDescription of Metal

Initial cost

Including

stacking

Blasting

charges

A) FOR ROAD WORKS 70.00

1 60 to 63 mm IRC and MoRTH HBG metal 419.00 70.00



4 SS Revetment work 300mm 156.00 70.00

5

Quarry spall (Field picked metal) Av. of rate 25mm

& 40mm 45.00 70.00

6 150 mm soling stone HBG metal 66.00 70.00

4 40 to 45 mm IRC and MoRTH HBG M/C metal 588.00 70.00




9 9.5 to 11.20 mm IRC and MoRTH HBG M/C metal 656.00 70.00


11 2.36 to 5 mm IRC and MoRTH HBG M/C metal 308.00 70.00

12 HBG Stone chips 2.36mm and below 330.00 70.00

13 75mm size IRC and Morth HBG metal 304.00 70.00

13 65mm size IRC and Morth HBG metal 379.00 70.00

ROAD METAL RATES


47/87

Machine

crushing

charges

Seigniorage

charges

Deduct

stacking

charges for

conveyance

Toal Cost per

Cum

25%

0.00 50.00 0.00 539.00

0.00 50.00 0.00 576.00

0.00 50.00 0.00 708.00

0.00 50.00 0.00 276.00

0.00 50.00 0.00 165.00

0.00 50.00 0.00 186.00

147.00 50.00 0.00 855.00

236.00 50.00 0.00 1300.00

246.00 50.00 0.00 1350.00

195.00 50.00 0.00 1095.00

164.00 50.00 0.00 940.00

126.00 50.00 0.00 750.00

77.00 50.00 0.00 505.00

82.50 50.00 0.00 532.50

0.00 50.00 0.00 424.00

0.00 50.00 0.00 499.00


48/87

Hire

Charges

Fuel

Charges

Crew

Charges

Total Per

a) 456.20 280.70 140.40 877.30 Hour

b) 422.80 280.70 140.40 843.90 Hour

c) 411.00 280.70 140.40 832.10 Hour

d) 422.80 280.70 140.40 843.90 Hour

e) 422.80 280.70 140.40 843.90 Hour

f) 120.30 114.10 269.50 503.90 Hour

g) 7.80 19.00 125.40 152.20 Hour

g) 54.60 74.30 174.20 303.10 Hour

2754.50 Hour

877.30 Hour

3216.00 Hour

2541.40 Hour

624.00 Hour

357.00 Hour

860.00 Hour

19120.00 Hour

1320.00 Hour

1646.00 Hour2249.00 Hour

1283.00 Hour

209.00 Hour

417.40 Hour

499.40 Hour

422.00 Hour

1704.60 Hour

1 Minci al area allowance 0.00%

2 Industrial area allowance 0.00%

3 Agency area allowance 0.00%

4 Allowable allowance 0.00%5 Add Overhead Charges & Contractor's Profit 0.00%

A)

1 Lead up to 1 Km:

Out put = 5.00 Cum Rate Per Amount

0.15 456.20 Hour Rs. 68.43

0.15 280.70 Hour Rs. 42.11

0.15 140.40 Hour Rs. 21.06

0.00 21.06 Rs. 0.00

Rate fo 5.00 Cum Rs. 131.60


Hire Charges Roads & Irrigation Works Machinery

Water tanker 6KL capacity

Emulson Pressure Distributor

Hot mix plant 40 to 60 TPH Capacity

Hydraulic Excavator

Three wheel 80-100 kN Static Roller

Paver finisher Mechanical 100 TPH

Batching plant 0.5 cum

Needle vibrator 40mm

(petrol)

Electric Generator 125 KVA

Concrete mixer 300/200

(diesel) SSR hire charges

Pg.no.325, Sl. No.16

Hrs. fuel charges of Tipper 5.00 Cum @ Rs.

Vibratory roller 8 tonnes

Mechanical Broom Hydraulic

Tractor with ripper attachment

Front End loader

Concrete Mixer 0.28 Cum

Motar Grader

Air Compressor

Bitumen boiler oil fired (Bitumen Spraying)

LEAD, LOADING & UNLOADING STATEMENT

RATES FOR CONVEYANCE BY MACHINERY

For Earth/Gravel/Sand/Morrum/Lime/Surki (per Cum):

Hrs. hire charges of Tipper 5.00 Cum @ Rs.

Penumatic Road Roller (Static Roller

Tipper 5.5 Cum

HIRE CHARGES OF MACHINERY

Hire charges of Tipper 5.00

Cum capacity

Hire charges of Tipper 10

Tonnes capacity

Hire charges of Water Tanker

8000 Ltrs capacity

Hire charges of Truck 10

Tonnes capacity

Hire charges of FE loader

1.00 Cum bucket capacity @

45 Cum

Hrs. crew charges of Tipper 5.00 Cum @ Rs.

add area allowance at 0% on Rs.


49/87

0.00 26.32 Rs. 0.00

Total rate for 1.00 Cum Rs. 26.32

2 Lead up to 2 Km:

Out ut = 5.00 Cum Rate Per Amount

0.21 456.20 Hour Rs. 95.80

0.21 280.70 Hour Rs. 58.95

0.21 140.40 Hour Rs. 29.48

0.00 29.48 Rs. 0.00

Rate fo 5.00 Cum Rs. 184.23Rate fo 1.00 Cum Rs. 36.85

0.00 36.85 Hour Rs. 0.00


3 Lead up to 3 Km:


0.28 456.20 Hour Rs. 127.74

0.28 280.70 Hour Rs. 78.60

0.28 140.40 Hour Rs. 39.31

0.00 39.31 Rs. 0.00



0.00 49.13 Hour Rs. 0.00


4 Lead up to 4 Km:


0.34 456.20 Hour Rs. 155.11

0.34 280.70 Hour Rs. 95.44

0.34 140.40 Hour Rs. 47.74

0.00 47.74 Rs. 0.00


0.00 59.66 Hour Rs. 0.00


5 Lead up to 5 Km:


0.40 456.20 Hour Rs. 182.48

0.40 280.70 Hour Rs. 112.28

0.40 140.40 Hour Rs. 56.16

0.00 56.16 Rs. 0.00


Rate fo 1.00 Cum Rs. 70.180.00 70.18 Hour Rs. 0.00


6 Lead for every Km from 5 to 30 Km:


0.06 456.20 Hour Rs. 27.37

0.06 280.70 Hour Rs. 16.84

0.06 140.40 Hour Rs. 8.42

0.00 8.42 Rs. 0.00



add overheads and contractors profit at 0%

on Rs.








on Rs.







on Rs.





on Rs.



on Rs.






50/87


0.00 10.53 Hour Rs. 0.00


7 Lead for every Km beyond 30 Km:


0.05 456.20 Hour Rs. 22.81

0.05 280.70 Hour Rs. 14.04

0.05 140.40 Hour Rs. 7.02

0.00 7.02 Rs. 0.00



0.00 8.77 Rs. 0.00


B)

1 Lead u to 1 Km:


0.15 456.20 Hour Rs. 68.43

0.15 280.70 Hour Rs. 42.11

0.15 140.40 Hour Rs. 21.060.00 21.06 Rs. 0.00



0.00 26.32 Rs. 0.00


2 Lead up to 2 Km:


0.21 456.20 Hour Rs. 95.80

0.21 280.70 Hour Rs. 58.95

0.21 140.40 Hour Rs. 29.48

0.00 29.48 Rs. 0.00


0.00 36.85 Hour Rs. 0.00


3 Lead u to 3 Km:


0.28 456.20 Hour Rs. 127.74

0.28 280.70 Hour Rs. 78.60

0.28 140.40 Hour Rs. 39.31

0.00 39.31 Rs. 0.00


Rate fo 1.00 Cum Rs. 49.130.00 49.13 Hour Rs. 0.00


4 Lead up to 4 Km:


0.34 456.20 Hour Rs. 155.11

0.34 280.70 Hour Rs. 95.44

0.34 140.40 Hour Rs. 47.74

0.00 47.74 Rs. 0.00







on Rs.







on Rs.





on Rs.





on Rs.



Hrs. crew charges of Tipper 5.00 Cum @ Rs.add area allowance at 0% on Rs.



on Rs.

For Rubble/Size stones/Cut stones/Coarse aggregates (per Cum):


51/87


0.00 59.66 Hour Rs. 0.00


5 Lead up to 5 Km:


0.40 456.20 Hour Rs. 182.48

0.40 280.70 Hour Rs. 112.28

0.40 140.40 Hour Rs. 56.16

0.00 56.16 Rs. 0.00



0.00 70.18 Hour Rs. 0.00


6 Lead for every Km from 5 to 30 Km:


0.06 456.20 Hour Rs. 27.37

0.06 280.70 Hour Rs. 16.84

0.06 140.40 Hour Rs. 8.42

0.00 8.42 Rs. 0.00Rate fo 5.00 Cum Rs. 52.63


0.00 10.53 Hour Rs. 0.00


7 Lead for every Km beyond 30 Km:


0.05 456.20 Hour Rs. 22.81

0.05 280.70 Hour Rs. 14.04

0.05 140.40 Hour Rs. 7.02

0.00 7.02 Rs. 0.00


0.00 8.77 Rs. 0.00


F)

1 Lead up to 1 Km:

Out put = 3000 Nos Rate Per Amount

0.15 422.80 Hour Rs. 63.42

0.15 280.70 Hour Rs. 42.11

0.15 140.40 Hour Rs. 21.06

0.00 21.06 Rs. 0.00

Rate fo 3000 Nos Rs. 126.59


0.00 42.20 Rs. 0.00

Total rate for 1000 Nos Rs. 42.20

2 Lead up to 2 Km:


0.21 422.80 Hour Rs. 88.79


on Rs.


on Rs.



For Bricks (per 1000 Nos):



Hrs. hire charges of Truck 10 Tonnes capacity

@ Rs.



on Rs.


@ Rs.

Hrs. fuel charges of Truck 10 Tonnes capacity

@ Rs.

Hrs. crew charges of Truck 10 Tonnescapacity @ Rs.








on Rs.


on Rs.




52/87

0.21 280.70 Hour Rs. 58.95

0.21 140.40 Hour Rs. 29.48

0.00 29.48 Rs. 0.00



0.00 59.07 Rs. 0.00


3 Lead up to 3 Km:


0.28 422.80 Hour Rs. 118.38

0.28 280.70 Hour Rs. 78.60

0.28 140.40 Hour Rs. 39.31

0.00 39.31 Rs. 0.00



0.00 78.76 Rs. 0.00



@ Rs.


on Rs.


@ Rs.

Hrs. crew charges of Truck 10 Tonnes

capacity @ Rs.


capacity @ Rs.




on Rs.


@ Rs.


53/87

4 Lead up to 4 Km:


0.34 422.80 Hour Rs. 143.75

0.34 280.70 Hour Rs. 95.44

0.34 140.40 Hour Rs. 47.74

0.00 47.74 Rs. 0.00Rate fo 3000 Nos Rs. 286.93


0.00 95.64 Rs. 0.00


5 Lead up to 5 Km:


0.40 422.80 Hour Rs. 169.12

0.40 280.70 Hour Rs. 112.28

0.40 140.40 Hour Rs. 56.16

0.00 56.16 Rs. 0.00



0.00 112.52 Rs. 0.00


6 Lead for every Km beyond 5 Kms up to 30 Kms:

Out ut = 3000 Nos Rate Per Amount

0.06 422.80 Hour Rs. 25.37

0.06 280.70 Hour Rs. 16.84

0.06 140.40 Hour Rs. 8.42

0.00 8.42 Rs. 0.00



0.00 16.88 Rs. 0.00


7 Lead for ever Km be ond 30 Kms:


0.05 422.80 Hour Rs. 21.14

0.05 280.70 Hour Rs. 14.04

0.05 140.40 Hour Rs. 7.02

0.00 7.02 Rs. 0.00



0.00 14.07 Rs. 0.00




on Rs.


@ Rs.Hrs. fuel charges of Truck 10 Tonnes capacity

@ Rs.


on Rs.



on Rs.


@ Rs.


capacity @ Rs.



@ Rs.


capacity @ Rs.


@ Rs.

Hrs. crew charges of Truck 10 Tonnescapacity @ Rs.



on Rs.


@ Rs.


@ Rs.


capacity @ Rs.


@ Rs.


54/87

A)

(i) Loading charges:


a) Labour:

0.01 320.00 day Rs. 3.20

0.25 280.00 da Rs. 70.00

Rs. 73.200.00 73.20 Rs. 0.00

Total labour charges Rs. 73.20



0.00 13.31 Rs. 0.00


ii Unloadin char es:


a) Labour:

0.005 320.00 day Rs. 1.60

0.125 280.00 day Rs. 35.00

Rs. 36.60

0.00 36.60 Rs. 0.00




0.00 6.65 Rs. 0.00


B)



a) Labour:0.02 320.00 day Rs. 6.40

0.50 280.00 da Rs. 140.00

Rs. 146.40

0.00 146.40 Rs. 0.00




0.00 26.62 Rs. 0.00


ii Unloadin char es:

Out put = 5.50 Cum Rate Per Amounta) Labour:

0.01 320.00 day Rs. 3.20

0.25 280.00 day Rs. 70.00

Rs. 73.20

0.00 73.20 Rs. 0.00




0.00 13.31 Rs. 0.00



on Rs.

day Head mazdoor

day Mazdoor


on Rs.



on Rs.

day Mazdoor

day Head mazdoor

day Head mazdoor


day Mazdoor



on Rs.

For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish,

Crushed slag, Stone for masonry work (per Cum):


LOADING & UNLOADING CHARGES BY MANUAL MEANS (EXCLUDING IDLE HIRE

CHARGES OF TRUCKS)

For Earth, Sand, Morrum, Manure, Fly Ash (per Cum):

day Head mazdoor

day Mazdoor


55/87

C)


Out put = 10.00 MT Rate Per Amount

a Labour:

0.06 320.00 day Rs. 19.20

1.50 280.00 day Rs. 420.00

Rs. 439.20

0.00 439.20 Rs. 0.00

Total labour char es Rs. 439.20

Rate fo 10.00 MT Rs. 439.20

Rate fo 1.00 MT Rs. 43.92

0.00 43.92 Rs. 0.00

Total rate for 1.00 MT Rs. 43.92

(ii) Unloading & Stacking charges:


a Labour:

0.06 320.00 day Rs. 19.20

1.50 280.00 day Rs. 420.00

Rs. 439.20

0.00 439.20 Rs. 0.00


Rate fo 10.00 MT Rs. 439.20


0.00 43.92 Rs. 0.00


D)

i Loadin char es:


a) Labour:

0.07 320.00 day Rs. 22.40

1.80 280.00 day Rs. 504.00

Rs. 526.40

0.00 526.40 Rs. 0.00


Rate fo 10.00 MT Rs. 526.40


0.00 52.64 Rs. 0.00



Out ut = 10.00 MT Rate Per Amount

a) Labour:0.07 320.00 day Rs. 22.40

1.80 280.00 day Rs. 504.00

Rs. 526.40

0.00 526.40 Rs. 0.00


Rate fo 10.00 MT Rs. 526.40


0.00 52.64 Rs. 0.00


day Mazdoor



on Rs.

day Head mazdoor

day Mazdoor



on Rs.


on Rs.

day Head mazdoor

day Mazdoor



on Rs.

For Structural steel, Steel bars (per Tonne):

day Head mazdoor


For Cement (per Tonne):

day Head mazdoor

day Mazdoor


56/87

E)


Out put = 2000.00 Nos Rate Per Amount

a) Labour:

0.01 320.00 da Rs. 3.20

0.25 280.00 day Rs. 70.00

Rs. 73.20

0.00 73.20 Rs. 0.00




0.00 36.60 Rs. 0.00



Out put = 2000.00 Nos Rate Per Amount

a) Labour:

0.01 320.00 day Rs. 3.20

0.25 280.00 day Rs. 70.00

Rs. 73.20

0.00 73.20 Rs. 0.00




0.00 36.60 Rs. 0.00


A)


Out put = 5.50 Cum Rate Per Amounta Labour:

0.01 320.00 day Rs. 3.20

0.25 280.00 day Rs. 70.00

Rs. 73.20

0.00 73.20 Rs. 0.00

Total labour char es Rs. 73.20

b) Machinery:

0.50 422.80 Hour Rs. 211.40

0.50 280.70 Hour Rs. 140.35

0.50 140.40 Hour Rs. 70.20

0.00 70.20 Rs. 0.00

Total machiner char es Rs. 421.95

Total labour and machinery charges Rs. 495.15



0.00 90.03 Rs. 0.00




capacity @ Rs.add area allowance at 0% on Rs.

day Mazdoor



godavarru works with ssr 2013-14 revised specification 16-12-2013

Documents