schedule - ap061406 - emani

S.No Quantity Description Specification

No

Rate Unit of

measure

ment 1 2 3 4 5 6

I Road Part

1 36407.81 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs,

saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and

disposal of unserviceable materials and stacking of serviceable material to be used or

auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not

exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD .

including contractors profit & Over head charges, VAT.

201 MORD 2.10 Sqm

2 16510.65 Construction of embankment with approved materials deposited at site from roadway

cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other

structures including breaking clods, ramming, spreading, sectioning, grading compacting

with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and

raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as

per Technical Specification Clause 301.5 MORD/ 305 MORTH including contractors profit

& Over head charges, VAT and Seigneorage. etc. complete.

301.5 MORD 109.00 Cum

3 31530.00 Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material

with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

MORD including contractors profit & Over head charges, VAT

301.4 MORD 23.90 Sqm

4 4538.20 Construction of granular sub-base by providing well graded material(Table 400.1) with

Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value

less than 6 spreading in uniform layers with Tractor 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 Technical Specification Clause 401 MORD

including contractors profit & Over head charges, VAT and Seigneorage etc. complete.

401 MORD 1528.90 Cum

Schedule-A

T01-Somasundarapalem at VSR College to Emani via Telaprolu, Athota, Kamathamvaripalem, Kunchavaram, of Tenali (M) Package . No.

AP061406


No

Rate Unit of

measure

ment 5 2522.40 Construction of Granular Sub base by providing available material for reuse removed from

existing WBM surface and 25% Stone dust having soaked CBR not less than 15% and

Plasticity Index < 6 and stacking at site to the departmentel gauge for pre measurements

and mixing them and spreading the same with Tractor grader in uniform layers of loose

thickness of not more than 225mm including mixing by mix in place method with rotavator

and compacting at OMC with Vibratory roller 8 to 10 Tonnes capacity to achieve the desired

density, complete as per IRC technical specification clause 402 (3) (iii) of MORD including

contractors profit & Over head charges, VAT and Seigneorage etc., complete.

402 MoRD 422.50 Cum

6 3377.25 Construction of Shoulders by providing selected earth having MDD not less than 1.85 g/cc

with LL & PI not more than 40% and 20 respectively. and, spreading in uniform layers with

tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN

to achieve the desired density, complete as per Technical Specification Clause 407 MORD

and clause 305 & 305.4.4 MORTH including contractors profit & Over head charges, VAT

and Seigneorage etc. complete.

303, 407

MORD and

clause 305 &

305.4.4

MORTH

472.50 Cum

7 4891.88 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

specification including premixing the material with water at OMC in mechanical mixer (Pug

Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base

course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight

to achieve the desired density including lighting, barricading and maintenance of diversion,

etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/

MORTH, including contractors profit & Over head charges, VAT and Seigneorage etc.,

complete

406 MORD 2325.80 Cum

8 32612.50 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of

granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0

kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use

on Wet mix macadam & WBM) ,including contractors profit & Over head charges, VAT etc.,

complete for Prime Coat

502 MORD 40.80 Sqm

9 32612.50 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor

at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer

& cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,

including contractors profit & Over head charges, VAT etc., complete for Tack Coat

503 MORD 14.80 Sqm


No

Rate Unit of

measure

ment 10 32612.50 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material

of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates as per Table

500.15 of MORD using penetration grade bitumen to required line, grade and level to serve

as wearing course on a previously prepared base, including mixing in a suitable Hot Mix

plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and

finishing to required level and grades as per Technical Specification Clause 509 MORD,

including contractors profit & Over head charges, VAT and Seigneorage

512 MORTH 201.30 Sqm

11 357.75 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), 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 micron thick polythene film, wedges,

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

sholvels, rakes, compacted using needle, screed 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 including contractors

profit & Over head charges, VAT and Seigneorage etc., complete

1501 MORD 5890.00 Cum

12 98.74 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 contractors profit & Over head charges, VAT and

Seigneorage - For Foundations

305 MORD/

304 MORTH

95.20 Cum

13 87.77 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in

foundation complete as per drawings and technical specification Clauses 802, 804, 805,

806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors

profit & Over head charges, VAT and Seigneorage etc. complete.

802, 804, 805,

806, 807, 1202

and 1204

MORD

4273.50 Cum

14 32.91 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical

specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over

head charges, VAT and Seigneorage.

305.3.9 MORD 753.70 Cum

Total

II Road Furniture


No

Rate Unit of

measure

ment 15 14 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as

per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical

Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head

charges, VAT and Seigneorage Ordinary KM Stone

MORD 1703 1913.60 Nos

16 52 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as

per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical

Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head

charges, VAT and Seigneorage 200M Stone

MORD 1703 555.70 Nos

17 4 Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD

secifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly

welded with MS flat iron 25mmx5mm size on black on edges. The lower plate will be

welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will

be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15

grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most

diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube.

All MS will be stove enmeled on both sides. Lettering and paining of superior quality in

required shede and colour. All sections of framed posts and sheet tube will be painted with

primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if

MORD including contractors profit & Over head charges, VAT and Seigneorage

MORD 1701 9427.90 Nos

18 26 Providing and fixing of semi-reflective cautionery, mandatory and informatory boards as per

IRC:67 made of 1.5mm thick MS sheet duly stove enamelled paint in white colour in front

and grey colour on back with red reflective boarder of 65mm width and required letters and

figures with reflective engineering grade tape as per clause 1701.3.9 of MORD for rural

roads specification of required shade and colour supported and welded on 47x47mm of 12

SWG square tube of 3050mm height duly strenthened by 25x5mm MS flat iron on edges on

back firmly fixed to ground by means of properly designed foundations with M-15 grade CC

450x450x600 mm , 600mm below ground level as per approved drawings and technical

specification Clause 1701.2.2 of MORD including contractors profit & Over head charges,

VAT and Seigneorage with 600X 600 mm size MS sheet

Clause 1701

MORD

1685.20 Nos

Total

III Construction of Protection works/ retaining walls







305 MORD 95.20 Cum


No

Rate Unit of

measure

ment 20 157.50 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical

specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over

head charges, VAT and Seigneorage.

305.3.9 MORD 753.70 Cum

21 78.75 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal

size Graded hard stone aggregate (HBG), 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 contractors profit & Over head charges, VAT and Seigneorage For levelling

course

802, 803, 1202

& 1203 MORD

3897.10 Cum

22 761.25 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in




802, 804, 805,

806, 807, 1202

and 1204

MORD

4273.50 Cum

IV Construction of Drains







305 MORD 95.20 Cum

24 827.64 Filling in foundation trenches with Sand as per drawing and technical specification Clause

305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but

excluding VAT and seigniorage charges etc.,complete for foundations.

305.3.9 MORD 753.70 Cum

25 344.10 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal

size Graded hard stone aggregate (HBG), 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 contractors profit & Over head charges, VAT and Seigneorage For levelling

course

802, 803, 1202

& 1203 MORD

3897.10 Cum


No

Rate Unit of

measure

ment 26 713.59 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in




802, 804, 805,

806, 807, 1202

and 1204

MORD

4273.50 Cum

Total

VII Routine maintenance

27 8.89 Routine maintenance cost for 1st Year 1900 MORD 38224.00 km

28 8.89 Routine maintenance cost for 2nd Year 1900 MORD 47962.00 km

29 8.89 Routine maintenance cost for 3rd Year 1900 MORD 58557.00 km

30 8.89 Routine maintenance cost for 4th Year 1900 MORD 68582.00 km


No

Rate Unit of

measure

ment 31 8.89 Routine maintenance cost for 5th Year 1900 MORD 78607.00 km

Grand Total

Grand Total

Total no. of Items 31 only

(Rupees Four Crores Sixty two lakhs twenty three thousand six hundred and eighty

two and paise ten only))

21.2.2014

Engineer - In - Chief

P.R, PMGSY, Hyderabad

Amount

7

76456.40

1799660.85

753567.00

6938453.98

Schedule-A

T01-Somasundarapalem at VSR College to Emani via Telaprolu, Athota, Kamathamvaripalem, Kunchavaram, of Tenali (M) Package . No.

AP061406

Amount

1065714.00

1595750.63

11377534.50

1330590.00

482665.00

Amount

6564896.25

2107147.50

9400.05

375085.10

24804.27

34501725.53

Amount

26790.40

28896.40

37711.60

43815.20

137213.60

59976.00

Amount

118707.75

306896.63

3253201.88

3738782.26

236373.98

623792.27

1340992.11

Amount

3049526.87

5250685.23

339811.36

426382.18

520571.73

609693.98

Amount

698816.23

2595275.48

46223682.10

Rs: 550.00 Lakhs

S.No. Description km/ No. Amount

1 Road portion

a) Road Portion 8.89 km 34501726

b) Road furniture 230395

2 C/o CC Drain 5250685

5 Retaining Wall 3738783

5 Provision for DPR Charges 8.89 10000 88900

6 Unforeseen items LS 89511

PART - A Construction Total 43900000

7 Maintenance cost for 5 Years 2595275

8 Emergency repairs 1529725

4125000

PART - (A+B) Total 48025000

21.2.2014

Engineer - In - Chief

P.R, PMGSY, Hyderabad

Estimate amount:

The road work is administratively sanctioned for Rs.550 lakhs for construction

vide GO Rt No 33 of PR & RD (Progs-II)Dept. dated 15.02.2014.

The part - A estimate is technically Sanctioned for Rs.439 Lakhs (Rupees

Four Hundred and thirty nine lakhs only) Vide T.S.R No. /2013-14, Dt. -02-2014.

PART - A

PMGSY - II

PART - B

PART - B Routine Maintenance Total

The part - B estimate is technically Approved for Rs.41.25 Lakhs.

General Abstract

T01-Somasundarapalem at VSR College to Emani via Telaprolu, Athota,

Kamathamvaripalem, Kunchavaram, of Tenali (M) Package . No. AP061406

schedule - ap061406 - emani

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