schedule ap061412 shanthinagar

S.No Quantity Description Specification

No

Rate Unit of

measure

ment 1 2 3 4 5 6

I Road Part

1 33600.00 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 2.00 Sqm

2 38910.48 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 108.60 Cum

3 1481.15 Construction of embankment with approved material obtained from borrow pits with all lifts,

transporting to site, spreading, grading to required slope and compacting with vibratory roller

80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per

Technical Specification Clause 301.5 MORD including contractors profit & Over head

charges, VAT and Seigneorage etc. complete.

301.5 MORD 211.30 Cum

4 52050.00 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of

scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause

305.4.3 MORTH including contractors profit & Over head charges, VAT.

305.4.3

MORTH

7.60 Sqm

5 907.50 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 1402.30 Cum

Schedule-A

T01-Shanthinagar to Nekarikallu via Rupenaguntla, Kandlakunta, Chagallu, Uppalapadu and Inumetla, Nekarikallu (M) Package . No.

AP061412


No

Rate Unit of

measure

ment 6 5205.00 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 389.10 Cum

7 5120.00 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

248.00 Cum

8 4234.55 Providing, laying, spreading and compacting stone aggregates of specific sizes for Grading

2 material to water bound macadam specification including spreading in uniform thickness,

hand packing, rolling with Vibratory 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.

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

Grade II

405 MORD 2205.90 Cum

9 3924.09 Providing, laying, spreading and compacting stone aggregates of specific sizes HBG

Machine Crushed metal to water bound macadam Grade III specification including

spreading in uniform thickness, hand packing, rolling with Vibratory 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. including contractors profit & Over head charges, VAT and Seigneorage etc.,

complete

405 MORD 2491.50 Cum

10 52320.60 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 41.00 Sqm


No

Rate Unit of

measure

ment 11 52320.60 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

12 52320.60 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 198.80 Sqm

13 2275.40 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 5865.10 Cum

Total

II Road Furniture

14 17 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 1864.10 Nos

15 84 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 535.00 Nos


No

Rate Unit of

measure

ment 16 100 Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm

nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to

exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including

contractors profit & Over head charges, VAT and Seigneorage

Clause 1608.2 540.20 Nos

17 2 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 8959.70 Nos

18 10 Providing and erecting direction and place identifications of semi reflective sign boards up to

0.9 sqm size board as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled

paint in white colour in front and grey colour on back with red reflective border of 70 mm

width and required message, letters, figures with reflective engineering grade tape as per

MORD specifications of required shade and colour. supported and welded on 47 mm x 47

mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s

flat iron on edges on back firmly fixed to the ground by means of properly designed

foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below

ground level as per drawings and Technical Specification Clause 1701 MORD including

contractors profit & Over head charges, VAT and Seigneorage up to 0.9 sqm size board

MORD 1701 2194.70 Nos

19 32 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

1668.10 Nos

Total


No

Rate Unit of

measure

ment III 1v 1mt slab culvert at 0/020, 14/550

20 149.22 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 92.90 Cum

21 12.02 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

3930.30 Cum

22 17.64 Providing concrete for reinforced concrete M20 grade (Design mix) in open foundations

using 20 & 10mm nominal size Graded hard stone aggregate, Mechanically mixed placed in

foundation and compacted by vibration including curing for 14 days completed as per

drawings and tech. specifications clause 802, 803, 1202 & 1203 MORD and 1500, 1700 &

2100 MORTH including over head charges & contractor profit VAT & Seignorage charges-

for Raft foundation

802, 803, 1202

& 1203 MORD

and 1500, 1700

& 2100 MORTH

5416.86 Cum

23 45.32 Providing and laying reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm

metal (HBG) mechanically mixed in Substructure as per drawing and technical

specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 &

2200 MORTH ,including overhead charges & Contractors profit but excluding VAT and

seigniorage charges upto 5m height.

802, 804,805,

806,807 1202 &

1204 MORD

and 1500, 1700

& 2200 MORTH

5729.38 Cum

24 5.04 Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm

metal (HBG) mechanically mixed in superstructure as per drawing and technical

specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700

MORTH ,including contractors profit & Over head charges, VAT and Seigneorage upto 5m

height. - For Super Structure (Deck slab)

Clauses 800,

1205.4 and

1205.5 MORD

6580.80 Cum

25 1.80 Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 &

10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing

and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including

contractors profit & Over head charges, VAT and Seigneorage -

800 and 1206.3

MORD and

2702 MORTH

5737.10 Cum


No

Rate Unit of

measure

ment 26 0.20 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per

drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600

MORTH for Bars below 36 mm dia including over laps and wastage, where they are not

welded ,including contractors profit & Over head charges, VAT - For Foundation

1000 and 1202

MORD & 1100,

1600 MORTH

57942.70 MT

27 0.600 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per

drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH,

for Bars below 36 mm dia including over laps and wastage, where they are not welded

,including contractors profit & Over head charges, VAT - For Super Structures

Clauses 1002,

1010 and 1202

MORD

59160.80 MT

Total

IV) Construction of Protection works/ retaining walls







305 MORD 92.90 Cum






course

802, 803, 1202

& 1203 MORD

3930.30 Cum

30 33.60 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

4334.50 Cum

V Construction of Drains


No

Rate Unit of

measure

ment 31 2340.00 Earthwork in excavation for structures as per drawing and technical specifications Clause






305 MORD 92.90 Cum

32 312.00 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 762.70 Cum






course

802, 803, 1202

& 1203 MORD

3930.30 Cum

34 689.00 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

4334.50 Cum

Total

VI 450mm Dia RCC NP3 class pipe Field Channels at 0/7, 0/9, 2/9, 3/7, 4/0, 6/650,

9/150, 9/750, 10/1, 10/4, 11/0, 11/850, 12/6, 15/850, 15/9, 16/4







305 MORD 92.90 Cum


No

Rate Unit of

measure

ment 36 41.28 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal





course

802, 803, 1202

& 1203 MORD

3930.30 Cum

37 160.00 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding

of granular material including fixing collar with cement mortar 1:2 but excluding excavation,

protection works, backfilling, concrete and masonry works in head wall and parapets. Tech

Specification Clause 1106 MORD ,including contractors profit & Over head charges, VAT

and Seigneorage - For Pipe Culverts with 450mm dia NP3 pipes

1106 MoRD 2033.70 RM

Total

VII Routine maintenance

38 16.70 Routine maintenance cost for 1st Year 1900 MORD 34995.00 km

39 16.70 Routine maintenance cost for 2nd Year 1900 MORD 43761.00 km

40 16.70 Routine maintenance cost for 3rd Year 1900 MORD 53213.00 km

41 16.70 Routine maintenance cost for 4th Year 1900 MORD 62178.00 km

42 16.70 Routine maintenance cost for 5th Year 1900 MORD 71142.00 km

Grand Total

Grand Total

Total no. of Items 42 only

(Rupees Six Crores sixty four lakhs seventy two thousand two hundred and six and

paise sixty nine)

Sd/- 20.02.2014

Engineer - In - Chief

P.R, PMGSY, Hyderabad

Amount

7

67200.00

4225678.13

312967.00

395580.00

1272587.25

Schedule-A

T01-Shanthinagar to Nekarikallu via Rupenaguntla, Kandlakunta, Chagallu, Uppalapadu and Inumetla, Nekarikallu (M) Package . No.

AP061412

Amount

2025265.50

1269760.00

9340993.85

9776870.24

2145144.60

Amount

774344.88

10401335.28

13345448.54

55353175.27

31689.70

44940.00

Amount

54020.00

17919.40

21947.00

53379.20

223895.30

Amount

13862.54

47242.21

95553.41

259655.50

33167.23

10326.78

Amount

11588.54

35496.48

506892.69

3344.40

35372.70

145639.20

184356.30

Amount

217386.00

237962.40

1839380.40

2986470.50

5281199.30

4726.75

Amount

162242.78

325392.00

492361.53

584416.50

730808.70

888657.10

1038372.60

1188071.40

4430326.30

66472206.69

20.02.2014

Rs: 734.39 Lakhs

S.No. Description km/ No. Amount

1 Road portion

a) Road Portion 16.70 km 55353176

b) Road furniture 259183

2 C/o CC Drain 5281199

3 1v 1mt slab culvert 2 Nos 506892

4450mm Dia RCC NP3 class pipe

field channels16 Nos 492352

5 Retaining Wall 184356

5 Provision for DPR Charges 16.70 10000 167000

6 Unforeseen items LS 55842

PART - A Construction Total 62300000

7 Maintenance cost for 5 Years 4430327

8 Emergency repairs 1077673

5508000

PART - (A+B) Total 67808000

Sd/-20.02.2014

Engineer - In - Chief

P.R, PMGSY, Hyderabad

T01-Shanthinagar to Nekarikallu via Rupenaguntla, Kandlakunta, Chagallu,

Uppalapadu and Inumetla, Nekarikallu (M) Package . No. AP061412

Estimate amount:

The road work is administratively sanctioned for Rs.734.39 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.623 Lakhs (Rupees Six

hundred and Twenty Three 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.55.08 Lakhs.

General Abstract

schedule ap061412 shanthinagar

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