we pr for 2014-15 nh-565 km 133.922 to 154.900

ABSTRACT CUM DETAILED ESTIMATE

N.W :PR from Km 133.922 to 143.00 and km 148.800 to 154.900 of NH-565 in the state of Andhra Pradesh

S.No. Description of item No. Length Width Depth Quantity Rate Amount

1 2 3 4 5 6 7 8 9

Sub Estimate I1

For laying BMKm 133.922 to 135.000 1 1080 3.66 3952.80KM 135.600 to 142.900 1 7300 3.66 26718.00Km 148.800 to 150.270 1 1470 3.66 5380.20KM 152.200 to 152.400 1 200 3.66 732.00Edges 2 20 0.50 20.00Bridge approaches

km 149.815 to 149.900 1 25 3.66 91.50

km 149.845 to 149.900 1 55 3.66 201.30Edges @ L/s 2 20 0.50 20.00km 150.320 to 151.370 1 50 3.66 183.00km 150.610 to 150.670 1 60 3.66 219.60km 152.990 to 153.04 1 50 3.66 183.00km 153.710 to 153.750 1 40 3.66 146.40km 153.790 to 153.860 1 70 3.66 256.20km 154.00 to 154.080 1 80 3.66 292.80Edges 2 20 0.50 20.00km 154.090 to 154.120 1 30 3.66 109.80Edges 2 40 0.50 40.00km 154.170 to 154.200 1 30 3.66 109.80km 154.300 to 154.350 1 50 3.66 183.00km 154.650 to 154.680 1 30 3.66 109.80km 154.800 to 184.830 1 30 3.66 109.80

Before Laying BC 10750Km 133.922 to 135.000 1 9078 3.66 33225.48km 148.800 to 154.900 1 6100 3.66 22326.00

94630.48Or Say 94630.00 11.50 1088245

Sqm Sqm2

Km 133.922 to 135.000 1 1080 3.66 0.05 197.64KM 135.600 to 142.900 1 7300 3.66 0.05 1335.90Km 148.800 to 150.270 1 1470 3.66 0.05 269.01

Providing and applying tack 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.

Providing and laying Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with 60/70 grade bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

2

KM 152.200 to 152.400 1 200 3.66 0.05 36.60Edges 2 20 0.50 0.10 2.00Bridge approaches

km 149.815 to 149.900 1 25 3.66 0.05 4.58

km 149.845 to 149.900 1 55 3.66 0.05 10.07Edges @ L/s 2 20 0.50 0.10 2.00km 150.320 to 151.370 1 50 3.66 0.05 9.15km 150.610 to 150.670 1 60 3.66 0.05 10.98

km 152.990 to 153.04 1 50 3.66 0.05 9.15km 153.710 to 153.750 1 40 3.66 0.05 7.32km 153.790 to 153.860 1 70 3.66 0.05 12.81km 154.00 to 154.080 1 80 3.66 0.05 14.64Edges 2 20 0.50 0.10 2.00km 154.090 to 154.120 1 30 3.66 0.05 5.49Edges 2 40 0.50 0.10 4.00km 154.170 to 154.200 1 30 3.66 0.05 5.49km 154.300 to 154.350 1 50 3.66 0.05 9.15km 154.650 to 154.680 1 30 3.66 0.05 5.49km 154.800 to 184.830 1 30 3.66 0.05 5.49

1958.95

10750 Or Say 1959.00 8524.00 16698516

cum cum3

Km 133.922 to 143.000 1 9078 3.66 0.03 996.76

km 148.800 to 154.900 1 6100 3.66 0.03 669.78

Add extra widths in curved portion 3.4615178 1670.00 11332.00 18924440

cum cum 36711201

Sub Total

Providing and laying bituminous concrete (using Bitumen Modifier) using 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Sub Estimate II4

Km 133.922 to 143.000 2 9078 1.00 0.10 1815.60

km 148.800 to 154.900 2 6100 1.00 0.15 1830.00

15178 3645.60

Or Say 3645.60 481.60 1755721Cum Cum 1755721

Sub Estimate III (Road safety Items )6

Edge line marking in curve portions and ghat section

15178/5 2 3036.00 0.10 607.20Add extra for Curves & Zebra crossings 192.8 -

800.00800.00 702.00 561600Sqm Sqm

7

30 6226.00 186780Rate as per Circular Memo Dt. 15.5.21013

No8

6 26998.00 161988Rate as per Circular Memo Dt. 15.5.21013 No

9


Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from steaks and holes.

Providing and fixing cautiionary Warning sign boards size 900 mm equilateral triangle made out of Retro reflective sheeting of type 111/1 V of ASTM D 4956-01 as per Ministry of Shipping Road Transport & Highway Specification No: 801 & MOST Cir No RW/NH-33023/31/88-D.iii Dt: 4-12-1995.

Providing and fixing of Junction boards size 1500 x 1200 mm made out of High intensity Retro reflective sheeting of type 111/1 V of ASTM D 4956-01 as per Ministry of Shipping Road Transport & Highway Specification No: 801 & MOST Cir No RW/NH-33023/31/88-D.iii Dt: 4-12-1995.

Providing and fixing of Village name boards size 900 x 450 mm made out of High intensity Retro reflective sheeting of type 111/1 V of ASTM D 4956-01 as per Ministry of Shipping Road Transport & Highway Specification No: 801 & MOST Cir No RW/NH-33023/31/88-D.iii Dt: 4-12-1995.

10

At vally portions km 140/4,6,8,10 400 2615.00 1046000Rate as per Circular Memo Dt. 15.5.21013 Rm RM

11

300 2285.00 685500Rate as per Circular Memo Dt. 15.5.21013 No each

km 133.922 to 154.900 2 1687 400 316.00 126400Rate as per Circular Memo Dt. 15.5.21013 No each

Sub Total 2823038

Deputy Executive Engineer(R&B)NH Sub-Division,Bapatla

Providing and erecting 'W' metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,70 cm above road /ground level,fixed on ISMC series channel vertcal post 150 X 75 X 5 mm spaced 2m centre to centre 1.80m high, 1.10m below ground / road level ,all steel parts and fitments to be galvenised by hot dip process,all fittings to confirm to IS : 1367 and IS ;1364 ,metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm,330 mm long complete as per clause 810

Supply and installation of delinators (Double sided )(road way indicators ) not less than 800 mm high above ground level. The delinator shall have a core and construction which shall be made of tough ,high impact resistant ,injuction moulded ,thermoplastic outer body.The inner core shall consistant of power coated or painted mild steel of minimum thickness 1.00mm.The delinator should have top retro reflective unit consisting of white colour micro prismatic non metalic retro reflective sheeting on both sides having a minimum exposed area of 125 sq,cm each side and bottom retro reflective unit consisting of red colour micro prismatic non metalic retro reflective sheeting on both sides having minimum exposed area of 35 sq.cm each side confirming to ASTM D 4956 type -XI standards and the delinator should be fixed in concrete as per instructions of the Engineer -in-charge.

Providing and fixing Reflective pavement markers (Road Studs) of plastic body moulded from HIPS (Hi-Impact polystyrene) or ABS or ASA (Acrylic Strene Acrylonitrite) and refectve panels shall consists of number of lenses containing single or dual prismatic cubes capable of provoding total internal reflection of the light entering the lens face and confirming to ASTM ,BS and complying to guide lines issued by MOST Circular No. RW/NH-33023/10/97 DO III Dt. 11-06-1997. The hight ,width shall not exeed 20 mm,130 mmm and the area of the each retro reflecting surface shall not be less than 13 sqcm and the slope of retro reflecting surface shall preferably be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using adhesives,and the procedure recommended by the manufacturere and as per para 6.2 of the MOST Circular including cost and conveyace os all materials, equipment, machinery and labour with all leads and lifts,loading charges site clearence etc. and complete necessery for sucesseful completion of the work

Dy. Executive Engineer (R&B) N.H.Sub- division ,Baptla

Assistant Engineer (R&B) A/c N.H. Section : Repalle

Original Estimate Amount Rs. 454.79 Lakhs Working Estimate Amount Rs. 476.98 Lakhs

Asst.Engineer (R&B) Deputy Executive Engineer (R&B)A/c NH Section,Repalle NH Sub-Division,Bapatla

Specification report to accompany the Working Estimate for the work '' Përiodical Renewals 2014 -15 ( Non Plan ) from Km 133.922 to 143.00 and km 148.800 to 154.900 of NH-565 in the state of Andhra Pradesh.''

The origional estimate for the above work is sanctioned for Rs. 454.79 lakhs vide Job No. TA-565-AP-2014-15-589 Dt. 02-03-2015 (SOR 2013-14) and entrusted to Sri. G.S.V .Narayana Rao, contractor, Yerragondapalem vide L.S Agt. C R No. 16/2015-16 dt. 26.06-2015 with an excess TP of 4.75 % over estimate contract value .

The stretch from km 148.800 to 154.900 is single lane carriage way. Due to heavy cement loads traffic and rains, the existing carriage way is sunken at some places and deep pot holes formed and edges are broken .The Chief Engineer NH &CRF,Andhra Pradesh ,Hyderabad has inspected the road on 21- 07-2015.

According to the site conditions,and actual requirements, the working estimate is prepared duly incorporating the necessery deviations with the following provisions.

Tack coat: In the original estimate the tack coat quantity is erroneously shown as 63090 sqm. instead of 95464 sqm.. In the sanctioned estimate, BC is approved for 9078 mts .length and tack coat provided for a length of 1080 mts. Hence,deviation is found necessery.

Bituminous Macadam: In the original estimate, Bituminous Macadam is provided from km 133.922 to 135.00,km 135.600 to 142.900 , Km 148.800 to 150.270 and Km 152.200 to 152.400.Due to damage of the road and edges, BM is provided to an extra length of 600 mts.for full width to 111.80 cum and a quantity of about 33.00 cum is provided for pot holes,camber correction,sunken portions and edges etc..

The remaining provisions are unalterd and the working estimate is arraived for Rs. 476.98 Lakhs as against the sanctioned estimate amount of RS. 454.79 lakhs which is worked out @ 4.831% excess over estimate cost..

The Working estimate is prepared based and agreement rates and conditions and the work will be carried out as per the MORTH specifications for road and other Ministry’s instructions and guide lines issued from time to tim

N.W :PR from Km 133.922 to 143.00 and km 148.800 to 154.900 of NH-565 in the state of Andhra PradeshWORKING ESTIMATE

General Abstract Comparative StatementEstimate : Rs:454.79 Lakhs

Working Est : Rs. 476.90 lakhsS.No Name of Item Details

1 Riding Surface Sub Estimate I 35640999 36711201

2 Sub Estimate II 1754334 1755721

3 Road safety Items Sub Estimate III 2823038 4730000

Sub Total 40218371 43196922

4 Add TP @ 4.75 % 1910373 2051854

42128744 452487765 1126114 100000

Sub Total 43254858 45348776

6 Q.C Charges @ 1% 432549 453488

73892937 4081390

Total 47580344 49883654

Say 454.79 499.00

Excess due to deviations 4404654

% of excess 9.257

Asst .Engineer (R&B) Deputy Executive Engineer (R&B)A/c NH Section,Repalle NH Sub-Division,Bapatla

Sanctioned Estimate

As per Working Estimate

Earthen Shoulders with selected soils

Contingencies such as paper advertisements etc.

Agency Charges @ 9% and for rounding off

N.W :PR from Km 133.922 to 143.00 and km 148.800 to 154.900 of NH-565 in the state of Andhra PradeshWORKING ESTIMATE

General Abstract Comparative StatementRs:454.79 Lakhs

More Less Remarks

1070202 -

1387 -

- -

1071589 -

2051854 -

3123443 - 44235181

10261146640373

3123443 1026114

20939 -

188453 -

3332835 1026114 484.0039 - -

Excess due to TP


WORKING ESTIMATE

General Abstract Comparative StatementEstimate : Rs:454.79 Lakhs

Working Est : Rs. 476.90 lakhs

S.No Name of Item Details Sanctioned Estimate More Less Remarks

1 Riding Surface Sub Estimate I 35640999 36711201 1070202 -

2 Sub Estimate II 1754334 1755721 1387 -

3 Road safety Items Sub Estimate III 2823038 2823038 - -

Sub Total 40218371 41289960 1071589 -

4 Add TP @ 4.75 % 1961273 1961273 -

40218371 43251233 3032862 -

5 1126114 100000 1026114

Sub Total 41344485 43351233 3032862 1026114

6 Q.C Charges @ 1% 413445 433512 20067 -

7 3721004 3901611 180607 -

Total 45478934 47686356 3233536 1026114 484.0039Say 454.79 476.90 - -

Excess due to deviations 2207422

% of excess 4.854

Asst .Engineer (R&B) Deputy Executive Engineer (R&B)

As per Working Estimate


Excess due to TP

Contingencies such as paper advertisements etc.

Agency Charges @ 9% and for rounding off

A/c NH Section,Repalle NH Sub-Division,Bapatla

2207422 2207422

2207422 2207422

4.4205

Permissable excess @ 5% or below 2384318

Total Estimate 50070674

2060369

Estimate contract value 41289960

Contingencies such as paper advertisements etc. 100000

Permissable variations due to extra deviations @4.99%

Permissable TP @ 4.99% Excess on estimate contract value


O. E Rs:454.79 LakhsW.E Rs:472.00 Lakhs

DETAILED COMPARATIVE STATEMENT

Description of item Unit As per Sanctioned Estimate As per working Estimate More Less Remarks

Quantity Rate Amount Quantity Rate Amount Amount Amount

1 2 3 4 5 6 7 8 9 10 11 12SUB-ESTIMATE - I

1 Tack coat Sqm 63090.00 11.50 725535 94630.00 11.50 1088245 362710 -

2 cum 1876.00 8524.00 15991024 1959.00 8524.00 16698516 707492 -

3 cum 1670.00 11332.00 18924490 1670.00 11332.00 18924490 - -

35641049 36711251 1070202 -

Sl No.

Excess due to erroneous error and extra for BM patch work as per requirement.

Providing laying of Bituminous Macadam with 60/70 grade bitumen

Excess due to extra requirement of BM patch work as per actual site conditions

Providing and laying bituminous concrete with CRMB -55

SUB-ESTIMATE - II -

4 cum 3642.72 481.60 1754334 3646 481.60 1755721 1387 -

1754334 1755721 1387 -

SUB-ESTIMATE - III -

5 Sqm 800.00 702.00 561600 800.00 702.00 561600 - -

6 Each 30 6226.00 186780 30 6226.00 186780 - -

7 Each 6 26998.00 161988 6 26998.00 161988 - -

8 Each 10.00 5477.00 54770 10.00 5477.00 54770 - -

9 RM 400.00 2615.00 1046000 400.00 2615.00 1046000 - -

10 Each 300.00 2285.00 685500 300.00 2285.00 685500 - -

11 Each 400.00 316.00 126400 400.00 316.00 126400

Sub-Total 2823038 2823038

Construction of sub-grade and earthen shoulders

Providing and laying road marking painting

Providing and fixing cautiionary Warning sign boards of 900 mm equilateral triangle size

Providing and fixing of Junction boards of 1200 x 1500 mm size

Providing and fixing of Village name boards of size 900 x 450 mm size

Providing and erecting 'W' metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam

Supply and installation of delinators (Double sided )(road way indicators )

Providing and fixing Reflective pavement markers (Road Studs)

Asst .Engineer (R&B) Deputy Executive Engineer(R&B)A/c NH Section,Repalle NH Sub-Division,Bapatla

General Abstract

Est : Rs.454.79 lakhs

Working Est : Rs.472.00 lakhs

S.No Name of Item Amount

1 Riding Surface Sub Estimate I 36711201

2 Sub Estimate II 1755721

3 Road safety Items Sub Estimate III 2823038

41289960

Add TP @ 4.75 % 1961273

Sub Total 43251233

4 Contingencies @ 2.8% 100000

43351233

5 Q.C Charges @ 1% 433512

6 Agency Charges @ 9% 3901611

Total 47686356

Or Say Rs:476.900 Lakhs

Asst.Engineer (R&B) Deputy Executive Engineer (R&B)A/c NH Section,Repalle NH Sub-Division,Bapatla



GOVERNMENT OF ANDHRA PRADESHROADS AND BUILDINGS DEPARTMENT

National Highways Wing

ESTIMATE

Est : Rs.454.79 lakhs

Working Est : Rs.476.900 lakhs

( R&B ) NATIONAL HIGH WAYS DIVISION

VIJAYAWADA


SPECIFICATION REPORT

Estimate Amount Rs. 454.79 Lakhs

N.W : PR from Km 133.922 to 154.900 of NH-565 (Forest limits not covering in EPC Packages) of (R&B) N H Division,Vijayawada

AUTHORITY: File No. RW/NH-12037/43/2014/AP/P-7 Dt. 05-12-2014 of the Chief Engineer (P-7) ,MORT&H ,New Delhi. and Memo No566/DCE II (D)/NH DEE-6/AE P2/2014 Dt. 10-06-2014 of the Chief Engineer (R&B) CRF & NH A.P. ,Hyderabad.HISTORY,NECESSITY, TERRAIN, CLIMATE Etc.,:The road starting from Nakrekal on NH -65, connecting Nalgonda, Marcherla, Errugondapalem Kanigiri, Rapur, Venatagiri, and terminating at its junction with NH 71 near Erpedu is newly declared as National Highway-565 vide Ministry of Road Transport and Highways Notification Dt. 22-03-2013 .This NH -565 road is an important connecting several number of villages and towns in ,Nalgond.Guntur,Prakashm and Nellore Districts in Andhra Pradesh. All these districts are having good potential for Industrial , and abundant mineral resources. There is also a very important Pilligrim place of Lord Shiva in Srisailam connecting this road which is having always worthy of traffic from all places in the State

The NH-565 starts at km 86.057 in Guntur district and from km 86.057 to 133.922 and from km 154.900 to 198.694 ,the EPC works are sanctioned with 2 packages for " Rehabilitation and upgradation of National Highway No. 565 from Km.86.057 to Km.133.922 (Nagarjuna Sagar Dam to Davulapalli section) (I st package ) and from km 154.900 to 198.694 ( Davupalli-Markapuram Section ) (2nd package ) to two lanes with paved shoulders in the State of Andhra Pradesh under NHDP-IV through Engineering Procurement and Construction (EPC) basis contract and Agency settled and preconstruction activities are in progress.As the stretch from km 133.922 to 154.900 is running in forest area,the stretch is not included under NHDP project through EPC basis.Hence,the stretch is approved for taking up under PR/IRQP under Non Plan Sub-Head for 2014-15 by the MORT&H,New Delhi..

The stretch from km 133.922 to 154.900 is passing in Forest area and at some place in Hill area .Due to forest area, permission is not allowing for doing formation of the road with side soils. The stretch is 3.66 m width having a formation width of about 8.00 m to 10.00 m and the land is belongs to Forest Authority and there is no ROW .The strech from km 133.922 to 143.000 is running in Guntur District, which is last renewed during 2007-2008 by (R&B) Department as per the informatiom of the regular (R&B) Divisions .Due to single lane road, the road is in bad codition due to traffic and seasonal rains .The berms are very low and due lack of renewal since 2007-2008 from km 133.922 to 143.000 tha road is damaged badly. The stretch in Prakasham District from km 143.000 to 148.800 is last renewelad in 2012-13 , and from km 148.800 to 154.900 is last reneweled between 2009-10 to 2011-12 with small ,small stretches.This stretch is also with low berms and to be filled and formed the entire stretch with selected soils. As there is no gravel quarry near by side and hence berms are proposed with selected soils with an average lead of 20 kms .As per the site conditions,the estimate is prepared from km 133.922 to 154.900 except the stretch from km 143.000 to 148.800 underPR/ IRQP Programme.

According to the site conditions,and actual requirements, the estimate is prepared duly attending the suggestions given by the higher authorities with the following provisions.

SPECIFICATION FOR THE PAVEMENT COURSE:

(a) Hot Mix Plant 100-120 TPH(b) Paver Finisher with Sensor Device(c) Power Roller 8-10Tonnes(d) Vibratory Roller / Pneumatic Roller 8-10 Tonnes(e) F.E. Loader(f) Bitumen Boiler fitted with Spray set(g) Farm Tractor(h) Tippers / Dumpers 10 Tonnes(i) Mechanical Sprayers(j) Water Bowler / Tanker 6 KL(k) Emulsion Pressure Distributor 1750Sqm/Hour(l) Motor Grader @ 50 Cum/Hour

HORIZONTAL AND VERTICAL PROFILES, EXISTING FACILITY AND OTHER DEFICIENCIES ETC.,: The reach is running in forest area and the Horizontal and Vertical alignments for the proposed surface is damaged and the edges were cut here and there.The shoulders were scoured due to single lane road and proposed with selected soils to a width of 1.50 including formation as this land belongs to Forest authorities. .

ENVIRONMENT FEATURES: There is no detrimental effects on environment by way of improvement riding surface in this reach of National Highway. On the other hand, there are many advantages such as easy transport, free and fast flow of traffic for the over all development of the region.

There are tribal villages of Davupalli, Murikimalla tanda,Narajamula tanda Komarole etc. are covering on this reach and useful for uplift of the tribal people.

b)Wet mix Macadam ; :W.M.M for a thickness of 150mm is proposed as per the MOSRT &H Specification No .406 From km 206/0 to 207/2 and km 210/0 to 212/0Tack coat: Tack coat with Bituminous Emulsion as per MORT&H Specification No. 503 using 0.20 Kgs per 1 Sqm for BM and to the entire strech of BC .

Dence Bituminous Mecadam: Dence Bituminous Mecadam 50mm thick is proposed from km 133.922 to 135.00,km 135.600 to 142.900 , Km 148.800 to 150.270 and Km 152.200 to 152.400 as per MORT&H Specification No.507 with using bitumen 60/70 Grade in the selected streatches.

Bituminous Concrete: Wearing Course with bituminous concrete 30mm thick is proposed from km 133.922 to 143.000 and km 148.800 to 154.900 as per MORT&H Specification No. 509 using 5.5% bitumen with CRMB 55 grade bitumen.

Shoulders :- Earthen Shoulders with selected soils and embankment formation with side earth with approved material as per MORTH Specification 305 compacted to meet requirement of table No. 300-2) to a width of 1.50 mts .

Quarries for aggregates, the characteristics, leads involved etc., actual lead for aggregate from quarry to Hot Mix plant site an actual lead for bitumen from source to Hot Mix Plants adopted in preparation of datas. IMPORTANT EQUIPEMENT PROPOSED FOR THE WORK WITH THEIR CAPABILITIES: The following equipment is required for execution of the work as per provision for machinery made in the analysis of the rates for various items of work, as per the Standard Data Book of MOST/GOI and MoSRT&H Specifications based on bitumen rates as on 1-06-2010 and as per SOR 2008-2009 for Road and

(m) Air Compressor 250 Cfm(n) Generator 250 KVA

Year Physical Financial (Rs.in Lakhs)

2014-15 100% Rs 454.79 Lakhs

Asst.Engineer (R&B)A/c NH Section,Repalle

ROAD MARKING AS PER I.R.C. 35-1997: Painting is proposed for the Edge Line Marking with Thermo Plastic Paint conforming to I.S. 164-1951, as detailed in I.R.C. 35-1997 and MoSRT&H Specification No.803 (5TH Revision). Necessary provisions for Edge line marking,Caution boards,junction boards,and Village name boards with Reflective Singn Boards are included in the estimate.

ESTIMATE COST: The estimate cost of the work with the provisions indicated in the Specification Report is worked out to Rs.454.790 lakhs.

DRAWINGS: Bar charts, Key map and Index map are enclosed to the estimate.

PROGRAMME OF CONSTRUCTION: The work is proposed to be executed through qualified Contractors/Firms on entrustment by tenders. The work is programmed to be completed with in agreement period from the date of agreement the Physical and financial Targets are proposed as follows.

RATES : The estimate is prepared adopting the rates as per the current schedule of rates of National Highways in Andhra Pradesh for the year 2013 – 2014.based on current rates of bitumen as on 01-12-2014 and SOR 2013-14, confirming to the MORTH specifications of the Road and bridges .

GENERAL SPECIFICATIONS : The work will be carried out as per the MORTH specifications for road and other Ministry’s instructions and guide lines issued from time to time.

General Abstract

Corrected Est : Rs.

S.No Name of Item Amount

1 Riding Surface Sub Estimate I 35640999

2 Sub Estimate II 1754334

3 Road safety Items Sub Estimate III 2823038

Sub Total 40218371

4 Contingencies @ 2.8% 1126114

Sub Total 41344485

5 Q.C Charges @ 1% 413445

6 Agency Charges @ 9% 3721004

Total 45478934

Or Say Rs:454.79 Lakhs

Asst.Engineer (R&B)A/c NH Section,Repalle


Rs:454.79 Lakhs





1 2 3 4 5 6 7 8 9

Sub Estimate I1

For laying BMKm 133.922 to 135.000 1 1080 3.66 3952.80KM 135.600 to 142.900 1 7300 3.66 26718.00Km 148.800 to 150.270 1 1470 3.66 5380.20KM 152.200 to 152.400 1 200 3.66 732.00Edges 2 20 0.50 20.00Bridge approaches

km 149.815 to 149.900 1 25 3.66 91.50

km 149.845 to 149.900 1 55 3.66 201.30Edges @ L/s 2 20 0.50 20.00km 150.320 to 151.370 1 50 3.66 183.00km 150.610 to 150.670 1 60 3.66 219.60km 152.990 to 153.04 1 50 3.66 183.00km 153.710 to 153.750 1 40 3.66 146.40km 153.790 to 153.860 1 70 3.66 256.20km 154.00 to 154.080 1 80 3.66 292.80Edges 2 20 0.50 20.00km 154.090 to 154.120 1 30 3.66 109.80Edges 2 40 0.50 40.00km 154.170 to 154.200 1 30 3.66 109.80km 154.300 to 154.350 1 50 3.66 183.00km 154.650 to 154.680 1 30 3.66 109.80km 154.800 to 184.830 1 30 3.66 109.80

Before Laying BC 10750Km 133.922 to 135.000 1 9078 3.66 33225.48km 148.800 to 154.900 1 6100 3.66 22326.00

94630.48Or Say 94630.00 11.50 1088245

Sqm Sqm2

Km 133.922 to 135.000 1 1080 3.66 0.05 197.64KM 135.600 to 142.900 1 7300 3.66 0.05 1335.90Km 148.800 to 150.270 1 1470 3.66 0.05 269.01


Providing and laying Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with 60/70 grade bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

2

KM 152.200 to 152.400 1 200 3.66 0.05 36.60Edges 2 20 0.50 0.10 2.00Bridge approaches

km 149.815 to 149.900 1 25 3.66 0.05 4.58

km 149.845 to 149.900 1 55 3.66 0.05 10.07Edges @ L/s 2 20 0.50 0.10 2.00km 150.320 to 151.370 1 50 3.66 0.05 9.15km 150.610 to 150.670 1 60 3.66 0.05 10.98

km 152.990 to 153.04 1 50 3.66 0.05 9.15km 153.710 to 153.750 1 40 3.66 0.05 7.32km 153.790 to 153.860 1 70 3.66 0.05 12.81km 154.00 to 154.080 1 80 3.66 0.05 14.64Edges 2 20 0.50 0.10 2.00km 154.090 to 154.120 1 30 3.66 0.05 5.49Edges 2 40 0.50 0.10 4.00km 154.170 to 154.200 1 30 3.66 0.05 5.49km 154.300 to 154.350 1 50 3.66 0.05 9.15km 154.650 to 154.680 1 30 3.66 0.05 5.49km 154.800 to 184.830 1 30 3.66 0.05 5.49

1958.95

10750 Or Say 1959.00 8524.00 16698516

cum cum3

Km 133.922 to 143.000 1 9078 3.66 0.03 996.76

km 148.800 to 154.900 1 6100 3.66 0.03 669.78

Add extra widths in curved portion 3.4615178 1670.00 11332.00 18924440

cum cum 36711201

Sub Total


Sub Estimate II4

Km 133.922 to 143.000 2 9078 1.00 0.10 1815.60

km 148.800 to 154.900 2 6100 1.00 0.15 1830.00

15178 3645.60

Or Say 3645.60 481.60 1755721Cum Cum 1755721


Edge line marking in curve portions and ghat section

15178/5 2 3036.00 0.10 607.20Add extra for Curves & Zebra crossings 192.8 -

800.00800.00 702.00 561600Sqm Sqm

7


No8


9







10


11


km 133.922 to 154.900 2 1687 400 316.00 126400Rate as per Circular Memo Dt. 15.5.21013 No each

Sub Total 2823038

Deputy Executive Engineer(R&B)NH Sub-Division,Bapatla








As per sanctioned


1 2 3 4 5 6 7 8 9

Sub Estimate I1

For laying BMKm 133.922 to 135.000 1 1080 3.66 3952.80Km 135.600 to 142.900 1 7300 3.66 26718.00Km 148.800 to 150.270 1 1470 3.66 5380.20KM 152.200 to 152.400 1 200 3.66 732.00

Before Laying BCKm 133.922 to 135.000 1 9078 3.66 33225.48km 148.800 to 154.900 1 6100 3.66 22326.00

Extra width in curve portions

92334.48Or Say 63090.00 11.50 725535

Sqm Sqm2

Km 133.922 to 135.000 1 1080 3.66 0.05 197.64Km 135.600 to 142.900 1 7300 3.66 0.05 1335.90

Km 148.800 to 150.270 1 1470 3.66 0.05 269.01

KM 152.200 to 152.400 2 200 3.66 0.05 73.20

1875.75

Or Say 1876.00 8524.00 15991024

cum cum3

Km 133.922 to 143.000 1 9078 3.66 0.03 996.76

km 148.800 to 154.900 1 6100 3.66 0.03 669.78

Add extra widths in curved portion 3.461670.00 11332.00 18924440


Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with 60/70 grade bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.


cum cum 35640999

Sub Total

Sub Estimate II4

Km 133.922 to 143.000 2 9078 1.00 0.10 1815.60

km 148.800 to 154.900 2 6100 1.00 0.15 1830.00

3645.60

Or Say 3642.72 481.60 1754334Cum Cum 1754334


Edge line marking in curve portions and ghat section 500.005000 x 0.1

Add extra for Curves & Zebra crossings 300 -800.00800.00 702.00 561600Sqm Sqm

7


No8


9







10


11



each

Sub Total 2823038






we pr for 2014-15 nh-565 km 133.922 to 154.900

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