4 (6) laning of tuni - anakapalli nh - 5 district - visakhpatnam vol - vi

National Highways Authority of India (Ministry of Surface Transport)

Government of India

4/6 LANING OF TUN1 - ANAKAPALLI SECTION OF NH-5

Pmi.mt End

Volume VI - Detailed Rate Analysis

Package IV-A from km 300.000 to km 358.947 (Tuni - Anakapalli)

District - Visakhapatnam

November 2000

. CONSULTING ENGINEERING SERVlCES ( INDIA ) LIMITED 0 57, NEHRU PLACE, ( 5TH FLOOR ), NEW DELHI - 110019 ~?,u+;

Aarucc

CONSULTING ENGINEERING SERVICES (INDIA) LIMITED E N G I N E E R S A R C H I T E C T S P L A N N E R S REGD OFFICE 57 NEHRU PLACE (STH FLOOR) NEW DELHl - 11C019 PHONES 6485284.6465484.6465485.6436925 6427159 E-mall ces~nter@vsnl corn Webs~te www ces~nter corn Fax 9 1- 11-6460409 Grams CONSENGERS

OUI- Ref No. 990XXIKt1I I274 I O"' Nocc~nl~cr. 7000

10

-Phc Gcncral Managcr (East) National H~gh\\a) Autlior~t) of lnd~a f3-i29. Nc\\ Fr~cnds Colony Ncn Dclh~ - I I 0 065

(Fax No: 693 41 45)

For K~nd Attcnt~on M r Ashok Wasson, General Manager (East).

Sub Preparation of Detailed Project Report for Rehabilitation and Strengthening of the Existing 2-lane Road and widening to 416 lane dual carraigeway from Tuni (km 30010) to Ankapalii (km 35912) in Vijaywada - Visakapatnam Section of NH-5 in State of Andhra Pradesh - Package IV-A.

Dcar Sir.

Reference letter dated 1 jfh September, 2000 of Chief General Manager (Technical)

We are pleased to submit 6 copies of the Detailed Cost Estimates as per B . 0 . Q and the Analysis of Raws as a part of Detailed Project Report.

The draft cost estimates submitted under our letter no. 99088\RH\1033 dated 30'"eptember. 2000 \\'ere discussed by the undersigned \\.it11 Mr. S. C. Saluja CGM(Tech.) and his obserl-ations ha\-e bcen ~ncorporated.

Thanking you and a s s~ i r i~~g you of our best services at all ti~iies.

Yours faithfull). for Consulting Engineeri~lg Sen-ices (India) Limited / , )

Cop\ to Mr S C Salqa Chief Gcneral Managcr (Tcch ) Nat~onal H~dl\ \a? Author~l! of India ( h ~ l ~ n ~ s t n or Surfacc Transport) I . Enstcrn A\cnuc. ma liar an^ Bagh NCII Dcll~t - I 10 06j

F:IX No.:

w I

Project: 416 Laning of NH-5 from Tuni to Anakapalii Sheet lof 1 Document: D:\99088\RH\Vol. VI Date: November, 2000 Detailed Rate Analysis Revision: RO

CONTENTS

VOLUME - VI

SI. No. Description

1. PREAMBLE

2. LEAD STATEMENT

3. 3. SUMMARY OF BASIC RATES

4. ITEM RATES ANALYSIS

5. SUMMARY OF ITEM RATES

No. of Pages

DETAILED PROJECT REPORT ROADS AND HIGHWAYS C i 4 t l m 4 T d TXXsDPR R e p n i b , rs\CONTFITS Yell \I dcriPC 070

Chapter 1

Preamble

LU

Project : 416 Lanning of NH-5 from Tuni to Anakapalli Sheet: 1 to 2 Document : 99088\RH\Vol. VI.\Chap-1 Date: November, 2000 Preamble Revision: RO

x CHAPTER - 1

Preamble

1.1 General

The National Highway No. 5 (NH-5) connects two metropolis Calcutta and Chennai traversing through important cities and many industrial centres spread over the states of West Bengal, Orissa, Andhra Pradesh and Tamilnadu. The traffic on this highway is increasing at a rapid rate due to accelerated industrial and agricultural activities in the region. The Ministry of Surface Transport (MOST) through National Highways Authority of India (NHAI) wishes to take up the Project of strengthening and widening of existing two-lane Tuni - Anakapalli section of NH-5 to four lane with

a provision for upgrading to six lane road in the future.

The Project road for the purpose of rate analysis has been divided in two road sections:

i) Section I - 33.00 km. From km 300/0(Tuni) to km 333lO(Regupalem)

ii) Section I1 - 25.95 km. From km 333/O(Regupalem) to km 358/95(Anakapalli)

In this Volume, the rate analysis is carried out for the Section-I and this section of road falls farther to the nearest market i.e. Vishakhapatnam. The analysis of rates has been carried out based on Standard Schedule of Rates (Andhra Pradesh PWD, 1999-2000) and Most Standard Data Book, for

Analysis of Rates (IRC, 1994). Analysis of rates for items not given in the Most Standard Data Book has been carried out based on Consultant's experience of similar nature of projects.

1 1.2 Materials

1.2.1 The basic rates of materials have been adopted from the Standard Schedule of Rates (SSR), 1999-

2000. The rate of materials not available in the SSR have been collected from the prevailing market rates.

In detail, the basis rate of materials are given in Chapter-3.

Some of the basic material rates considered are given below:

i) Bitumen (801100) Rs. 82271- per MT

ii) Bitumen (60170) Rs. 86301- per MT

iii) HYSD Steel Rs. 167521- per M'I

iv) Ordinary Portland Cement Rs. 30681- per MT

DETAILED PROJECT REPORT U i9aNXsiOPH R c ~ l r ~ ~ t i D ~ w ~ , i i C l # a y l m Vol. VliChapI.~Lu

Project : 416 Lanning of NH-5 Document : 99088\RH\Vol. VI

from Tuni to Anakapalli Sheet: 2 to 2 .\Chap-1 Date: November, 2000

Preamble Revision: RO

2 1.2.2 The stacking charges, loading and unloading charges, wastage etc. have been taken as per SSR 1999-

2000. The rates given in SSR are inclusive of charges for quarrying, breaking and screening of aggregates and octroi and royalty charges, forest tax etc.

1.3 Labour:

The labour rates have been adopted based on SSR 1999-2000. The rates not available in SSR 1999- 2000 have been taken based on consultant's experience of similar nature of projects. The labour rates

adopted for Rate Analysis are given in Chapter-3.

1.4 Machinery Charges:

Since the machinery charges as given in Standard Schedule of Rates (SSR) 1999-2000 are Iess than the market rates, the machinery rates have been adopted based on Consultant's survey and previous experience of similar nature of projects. The machinery charges adopted for this project are given in

Chapter-3.

1.5 Lead Charges:

Six numbers of stone quarries for producing crushed aggregates for use in sub-baselbaselsurfacing of pavement and in cement concrete have been identified in the vicinity of the project road. The average lead and yield for all quarries are referred from Table 11.2.09 of Feasibility Study Report Vol. 11.

Sand for the use in pavement and concrete works can be extracted from bed of rivers and streams. The summary of test results with average lead and yield can be referred in Table 11.2.11 of Feasibility Study Report Vol. 11. The lead calculation for different materials are given in Chapter-2. The lead charges have been adopted as per SSR 1999-2000.

1.6 Rate Analysis:

The rate analysis for various items of work has been worked out based on the above aspects. For items involving use of stone aggregates and sand, unit rate have been worked out for both, materials used through Hot Mix Plant / Ready Mix Concrete Plant and materials used for direct purposes.

The items are adopted as per MOST specifications. The analysis of rates for bridges are culverts have been carried out separately as per item references under Bridges and Culverts as mentioned in MOST

STANDARD DATA BOOK FOR ANALYSIS OF RATES.

DETAILED PROJECT REPORT ROADS AND HIGHWAYS D : \ M \ D P R Reyon:Dyr vl~CDaCerr Vol. Yl iChnyl.da

Chapter 2

Lead Statement

Project: 416 Laning of Tuni - Anakapalli Section of NN-5 Document: 99088/RHIVol. VI/ChapZ Lead Statement

Chapter 2 Lead statement

2.1 Materials to be used HM / RMC Plant AGGREGATE Section 1 :- Hot mix plant location =Km. 316.60

Average lead distance from crusher plants to the HMP =Km.(25.60+40.4+44.4) 1 3 =Kin. 36.80

Lead charges as per SSR 1999-2000 =Rs.(106+16.80'2.6)'1.15 =Rs.172.13 =Rs.172.50 (say)

Section 2 :- Hot mix plant location =Km. 346.20

Average lead distance from crusher plants to the HMP =Km. (26.6+14.0+19.8)13 =Km. 20.13

Lead charges as per SSR 1999-2000

Weighted Average for the project

2.1.2 CEMENT

=Rs.(106.00+0.13'2.6)'1.15 =Rs. 122.29 =Rs. 122.50 (say)

Sheet: 1 of 7 Date: November, 2000

Revision: RO

=[172.50*(333-300)+122.50*(358.95-333)]/(3M.~3~.~) =Rs 150.49 =Rs 151 .OO (say)

Section f Lead distance from Vishakhapatnarn to the MP =Km. 130 + (358.95316.60))

=Km. 72.35

Lead charges as per SSR 1999-2000 =Rs. ( 115+30'2.5+22.35'2.0~1.15 =Rs. 269.911tonne =Rs. 270.001tonne (say)

Section 2 Lead distance from Vishakhapatnam to the MP =Km. [ 30 + (358.95-346.20))

=Km. 42.75 Lead charges as per SSR 1999-2000 =Rs. (1 15+22.75'2.5)'1 . I5

=Rs. 197.66 ltonne =Rs. 198.00ftonne (say)


2.1.3 BITUMEN ( BULK )

Section I Lead distance from Vishakhapatnarn to the HMP =Km. [30 + (358.95-316.6 )] Lead charges as per SSR 1999-2000 =Rs. 270.00 /tonne

Section 2 Lead distance from Vishakhapatnam to the HMP =Km. [ 30 + (358.95-346.211

=Km. 42.75 Lead charges as per SSR 1999-2000 =Rs. (115+22.75'2.5)'1 15

=Rs. 198.00 Ronne

Weighted Average for the porject

Detailed Project Report Pc.7w:ioPosasid DocumenfiChap-2.3

Roads Highways

Project: 416 Laning of Tuni - Anakapalli Section of NH-5 Document: 990881RWVol. VIIChap2 Lead Statement

2.1.4 SAND

Section I Mix plant location =Km. 316.60 Average lead distance from sand quarries (SI,S2.S3) to HM I RMC plant location =Km. (37.2+2.4+19.9) I 3

=Km. 19.83

Lead charges as per SSR 1999-2000 =Rs. 100'1.15 =Rs. 115.00 1cu.m.

Section 2 Mix Plant 10~atiOn Average lead distance of quarries (S4.S5,S6) from HM IRMC Plant location =Km. (1.60+12.60+3.00) 1 3

=Km.5.73

Lead charges for 8 krn. as per SSR 1999-2000 =Rs. 70.00

Weighted Avarage for the project

2.2 Materials to be used for direct purposes 2.2.1 AGGREGATE

Section I Average lead of A1

Average lead of A2

Average lead of A3

Average lead for the package section


Section 2 Average lead of A4

Average lead of A5 Average lead of A6

Average lead for the package section



=RS 95.00 (say)

=Rs. (106.00+19.75'2.6) =Rs.157.35 =Rs. 157.50 (say)


Revision: RO

=(157.50*33+98.00*25.95)158.95 =Rs. 131.30 =Rs. 132.00 (say)

Detailed Project Report PC-lO/D:L9908RBid DocumulnChap-2.3

Roads Highways

Project: 416 Laning of Tuni - Anakapalli Section of NH-5 Document: 990881RHIVol. VllChap2 Lead Statement

2.2.2 SAND

Section 1 Average lead of S1

Average lead of S2

Average lead of 53

Average lead for the project section


Section 2 Average lead of S4

Average lead of S5

Average lead of S6

Average lead for the project section

Lead charges as per SSR 19942000

Weithted Average for the project

2.2.3 CEMENT

Section I Lead distance from Vishakhapatnam to Ch. 300.00

Lead distance from Vishakhapatnam to Ch. 333.00

Average lead distrance for the section


Section 2 Lead distance from Vishakhapatnam to Ch. 333.00


Average lead distrance for the project section



Sheet: 3 of 7 Date: November, ZOO0

Revision: RO

=(101.54*33+70.00*25.95)/58.95 =Rs. 87.66 =Rs. 88.00 (say)

=Km. 55.95

=[88.95+55.95] 12 =Km. 72.45 =R?..[115.00+30'2.50+22.45'2.00] =Rs. 234.90 =Rs. 235.00 (say)

=Km. 42.98

=Rs.[l15.00+22.98*2.5] =Rs. 172.45 =Rs. 172.50 (say)

= (235'33+172.45'25.95)/58.95 =Rs. 207.46

=Rs. 208 (say)

Detailed Project Report PC.7@!D:I9W88lBid DocummnChaP2.3

Roads Highways

Project: 416 Laning of Tuni - Anakapalli Section of NH-5 Document: 990881RHIVol. VIIChap-2 Lead Statement

2.2.4 RCC NP-4 PIPES

Section 1



Average lead distance


(a) Cost of 900mm dia pipe including collar

Trade tax @ 10%

Lead charges

Total cost

(b) Cost of 1000mm dia pipe including collar

Trade tax @ 10% Lead charges

Total cost

(c ) Cost of 1200mm dia pipe incl.collar Trade tax @ 10% ,

Lead charges


Revision: RO

=Rs.[2200+5*125+10'115+25'105 +22.45'97.00]

=Rs.8777.65 ( 2 pipes-each 5.50m length) =Rs.798.00 perm pipe

=Rs. 2420.50 perm pipe

=Rs. 1650.00+165.00+798.00 =Rs. 2613.00 perm pipe

=Rs. 1800.00 perm =Rs. 180.00 =Rs. 798.00

Total cost =Rs. 2778.00 perm pipe

Section 2 Average lead distance


(a) Total cost for 900mm pipe incl. Collar

=Km.[30+(358.95333)+30] 1 2 =Km. 42.98 =Rs.[2200+5*125+10'115+17.98'105] =Rs. 5862.90 ( 2 pipes , 5.5177 length )

=Rs. 533.00 perm pipe

=Rs. 2155.50 per m pipe

(b) Total cost for IOOOmm plpe incl. Collar (2.5m length) =Rs. 2348.00 perm pipe

(c ) Total cost for 1200rnrn pipe incl. Collar (2.5rn length) =Rs.2513.00 per m pipe

Detailed Project Report PC-7OID-19901mid DooumenOChap-2.3

Roads Highways

Project: 416 Laning of Tuni - Anakapalli Section of NH-5 Document: 99088lRHIVol. VIlChap-2 Lead Statement

Average cost for 900 rnrn pipe for the project

Average cost for 1000 rnrn pipe for the project

Average cost for 1200 rnm pipe for the project

2.2.5 STEEL

Section I Average lead from Vishakhapatnam


Section 2 Average lead from Vishakhapatnam


Average for the project

=(2613.00+2348.00)/2 =Rs.2480.50 =Rs. 2481.00 (say)

=(2778.00+2513.00)/2 =Rs. 2645.50 =Rs. 2646.00 (say)

=Rs.[l15.00+30'2.5+22.45*2.~ =Rs. 234.90 per tonne

=Rs.[I 15.00+22.98'2.50] =Rs. 172.45 per MT

=(234.90+172.45)/2 =Rs. 203.68 =Rs. 204.00 (say)


Revision: RO

2.2.6 GRAVEL

Section I

Average lead of G3,G4,G5,G6 from the project section =[(0.9+3.1)/2+(4.7+5.55)/2+(9.75+6.5)12+(2.5+3.5)~ =Km. 4.56

Lead charges as per SSR 1999-2000 =Rs.(58+0.56'2.9) =Rs. 59.62 =Rs. 60.00 (say)

Section 2 Average lead of G I .G2,G7 from the project section =Km.[(7.3+8.7)I2+(12.7+10.1)12+(5.6+5.4)/2]/3

=Km.8.3 Lead charges as per SSR 1999-2000 =68.80+0.3'2.20

=Rs. 69.46 =Rs. 70.00 (say)

Weighted Average for project = (60*33+70*25.95)/58.95 =Rs. 64.40 =Rs. 65 (say)

Detailed Project Report PC-7OID199088Yid DocumcntiChaPZ.3

Roads Highways

Project: 416 Laning of Tuni - Anakapalli Section of NH-5 Document: 990881RHNol. VIIChap-2 Lead Statement

ROAD METAL RETURN STATEMENT 2.3.1 RMR for materials through HMP I RMC Plant [ Cost per unit ]

2.3.1.1 AGGREGATES (Unit- Cu.m.) Section 1

2.3.1.2 RMR FOR SAND (Unit -Cu.m.)

2.3.1.3 RMR FOR CEMENT (Unit -tonne)

Base Rate I Lead charges 1 Stagging 8 Handling charges 1 Final Rate

Base Rate I Lead charges 1 Stagging & Handling charges ( Final Rate 3068.00 1 239.00 1 10.00 1 3317.00

202.00 1 95.00

2.3.1.4 RMR FOR BITUMEN (Unit -tonne) ( a ) Bitumen - 60170

10.00 1 307.00

Base Rate 1 Lead charges 1 Stagging & Handling charges 1 Final Rate 8630.00 1 239.00 1 10.00 1 8879.00

( b ) Bitumen - 80/100

Base Rate I Lead charges 1 Stagging 8 Handling charges I Final Rate 8227.00 1 239.00 1 10.00 1 8476.00

Sheet: 6 of 7 Date: October, ZOO0

Revision: RO

Rate Analysis PC-7O/D.~O9OI)II\I)I D0~um~nflCnW.Z.3

Roads Highways

Project: 416 Laning of Tuni - Anakapalli Section of NH-5 Document: 990881RHIVol. VIlChap2 Lead Statement


Revision: RO

2.3.2 Material to be used for direect purposes 2.3.2.1 AGGREGATES ( Unit -Cu.m. )

w Section I

J 2.3.2.2 SAND (Unit -cu.m.)

Base Rate I Lead charges I Stagging 8 Handling charges ( Final Rate 202.00 1 88.00 I 10.00 1 300.00

2.3.2.4 CEMENT

Base Rate I Lead charges I Stagging 8 Handling charges1 Final Rate 3068.00 1 208.00 I 10.00 1 3286.00

2.3.2.5 STEEL

Base Rate ( Lead charges I Stagging 8 Handling charges 1 Final Rate 16752.00 1 204.00 I 10.00 1 16966.00

2.3.2.6 GRAVEL

Base Rate ( Lead charges ( Stagging 8 Handling charges 1 Final Rate 34.00 1 65.00 I 10.00 1 109.00

Detailed Project Report PC~7O/D:\990881Bid DorumnflChap-2.3

Roads Highways

Chapter 3

Summary of Basic Rates

Project: 416 Laning of Tuni - Anakapalli Section of NH-5 Document: 990881RHNol. VIIChap-3 Summary of Basic Rates


Revision: RO

CHAPTER 3

SUMMARY OF BASIC RATES

3.1 LABOUR RATES

Detailed Project Report PC-70lD:\99011\Bid DccumenllChap2.J Roads Highways

Project: 416 Laning of Tuni - Anakapalli Section of NH-5 Document: 99088/RHIVol. VIIChap-3 Summary of Basic Rates


Revision: RO

B . MACHINERY HIRE CHARGES

Detailed Project Report pC-70/D:W$088lBid Docvrnent\ChaP-&J

Roads Highways

Project: 416 Laning of Tuni - Anakapalli Section of NH-5 Document: 990881RHIVol. VIIChap-3 Summary of Basic Rates


Revision: RO

C. MATERIAL RATE

Detailed Project Report PC-7O/D:199088\Bid DocumentlChap-2.1

Roads Highways

4

I Chapter 4

Item Rates Analysis

Rojcd: 416 L~n ing of Tuni - hakayall i Section of NH-5 Dnctunent: 990XWIRHIChap4 Item Rate ktnlysis

Sheet 1 of 71 Datc: November, 2000

Revision: RO

Chapter-4 Item Rate Analysis

Rate (Rs.)

1985.00

68.00 68.00

say RS.

68.00 68.00

Say Rs

68.00 68.00

Say Rs

Cost (Rs.)

11910.00

1191.00 13101 .OO

Quantity

6.00

0.30 6.00

0.10 2.00

0.15 3.00

20.40 408.00

Unit

Hour

Each Each

Each Each

Each Each

'A'

Description

Clearing and grubbing road land including uprooting rank vegetation, grass, brush shrubs, saplings and trees of girth upto 300 mm. removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 100 m from road boundary

By mechanical means

Unit = Hectare

Machinery Ownership operational a running charges of Dozer

Add 10% contractots profit on Machinery

Labour Matelsupervisor Mazdwr for removing the waste material etc.

Add for contradots profit and overhead charges @ 15% on items marked 'A'

Rate per hectare

Dismantling sbucture and pavement up40 1.5 mebe in foundation andlor 1.5 m above ground level including Tap and scafolding whereever necessary. sorting the dismantled material, disposal of un-serviceable material and staking the serviceable material within a lead of 100 meters. I. (a) Cement concrete 1 :4:8 or 1 :5:10

Unit= cu.m

Labour MatelSupewisor Mazdoor

Contractots profit & overhead charges @ 15% on 'A'.

Rate per cu.m

(b) Cementconcrete 1 :3:6

Unit = cu.m

Labour MatelSupervisor Mazdoor

Contractor's profit & overhead charges @ 15% on 'A'

Rate per cu.m

4.1 Site

101

1.02 1.02.1 1.02.1.1

1.02.1.2

Clearance

Ref. To MOST Specification

201

202

428.40

64.26

13593.66 13594.00 per

Hectare

6.80 136.00 'A' 142.80 21.42

164.22 164.22 164.00 percum

10.20 204.00 'A' 214.20

32.13 246.33

246.33 246.00 per cum

Project: 416 Lnning of'Tlmi - AnnkngnUi Sectial of NH-5 Sheet 2 of75

Dacu~rmt: 990XXIRHIChay4 Date: Noven~ba, 2000 ltenl Rate k~nlysis

Revision: RO

Rate (Rs.)

68.00 68.00

L.S

Say Rs

68.00 68.00 95.00

Say Rs

68.M) 68.00

Say Rs

68.00 68.00

2150.00

Say Rs

I

Quantity

0.25 5.00

0.50 10.00 1.00

0.17 3.50

0.30 6.00

0.50

Cost (Rs.)

64.26 1567.66 250.83 251 .OO per cum

Unit

Each Each

Each Each Each

Each Each

Each Each

Hour

17.00 340.00

Description

(c) Cement concrete plain 1:2:4 mix and precast cement concrete blocks

Unit = cu.m

Labour MatelSupe~isor Mazdoor

Sundries Contractots profit 8 overhead charges @ 15% on 'A'

Rate per cu.m

( d ) e r n e n t concrete with cleaning. strengthening and cutting of ban and separating out from R.C.C

Unit = cu.m

Labour Matelsupervisor Mazdoor Blacksmith

Conlractor's profit 8 overhead charges Q 15% on 'A'

Rate per cu.m

II. Dismantling Brickllile work in cement mortar

Unit = cum

Labour Matelsupe~isor Mazdoor

Contractor's prolit 8 overhead charges @ 15% on 'A'

Rate per cu.m

111. Dismantling Flexible Pavement with Biiminious courses, without disturbing the base

Unit = 6.25 cum


Machifwy Motorised Scraper

Contractor's profit & overhead charges @ 15% on 'A'

Rate per cu.m

4.1 Site

1.02.1.3

1.02.1 4

1.02.2

1.02.3

'A'

Clearance


202-04

357.00 5.00 53.55 415.55 41 5.55 416.00 per cum

34.00 680.00 95.00 'A' 809.00 121.35 930.35 930.35 930.00 per cum

11.56 238.00 'A' 249.56 37.43 286.99 286.99 287.00 per cum

20.40 408.00 'A' 428.40

1075.00

Project: 416 Lnning of Tuni - Anaknplli Section of NH-5 Document: 990tiHlRHIChay4 Item Rate .hnl?ris

Sheet 3 of 75 DR~c: hoven~her, 2000

Revidon: RO

,

Cost (Rs.)

1.36 'A' 22.441

23.800

0.12

' 3.57 27.49

28 per cum

4950.00 1 'A'

495.00 1 'S

31.11 I ' Y

7.78 ) 'N' 8.00 per cum

115.501 'B'

11.55

0.64 1 'Z' 158.80

39.70 40.00 per cum

137.501 'B'

13.75

0.76 1 'Z' 183.12

45.78 46.00 per cum

156.75) 'B'

15.68

0.86 1 'Z' 204.40

51.10 51 per cum

Rate (Rs.)

68.00 68.00

Say Rs

825.00

Says Rs

275.W

Say Rs

275.00

Say Rs

275.00

Say Rs

Quantity

0.02 0.33

0.5%

6

0.42

0.50%

0.5

0.50%

0.57

0.50%

Unit

Each Each

Hour

Hour

Hour

Hour

Description

Earthwork for excavation with combined lead of 15m in ordinary soil by Manual means

Unk= cu.m Labour

Mate/Supe~isor Mazdoor

Sundries

Add contradocs prom and overhead chargesS@15% on item 'A' above.

When excavation, loading and unloading is done Mechanically

Unit = cum (Taking output = 700 cum)

a) For Ordinary Soil Ownership, operational 8 running charges of Shovel Add contradocs profit 10% on item 'A' above

Cost for 4 cum = 'X' ' 41700 (X=A+S)

Cost for One cum = ' Y ' 14

(i) For carriage bad one km

Ownership. operational and running charges of TipperlDumper 5 to 6 Tonne

Add contractor's prom 10% on item 'B' above

Sundries including Quality control

Rate for 4.00 cu.m Y +Z

Rate per cum = (Y+Z)14.W ,

(ii) Lead 2 km

Ownership, operational and running charges of TipperlDumper 5 to 6 Tonne

Add contractor's profit 10% on item '8' above


Rate for 4.00 cu.m Y+Z

Rate per cu.m = CI+Z)14.00

(iii) Lead 3 krn

Ownership, operational and running charges of TipperlDumper 5 to 6 Tonne

Add contractots profit look on item 'B' above



Rate per cum = (Y+Z)I*.M)

. . . . . . . . . .

- i /

-

4.2 Earthwork

SI'No.

2.01 2.01 .I

2.01.2

2.01.2.1

2.01.2.2

2.01 2 3


301 to 305

MI

I

Shra 4 of 75 Date: Novmher, ZOO0

Revision: RO

4.2 Earthwork

Roads & Hi~hwavr

Cost (Rs.)

171.88( '8'

17.19

0.95 1 'Z' 221.12

55.28 55 per cum

183.33) '8'

18.33

1.01 17

233.79

58.45 58 per cum

51 .OO

13.00

1.30 14.301 'P

21.30

7.00

15.30

108.90 109.00 per cum

Rate (Rs.)

275.00

Say Rs

275.00

Say Rs

13.00

Say Rs

68.00 68.00

275.00

Say Rs

I

Quantity

0.625

0.50%

0.6666667

0.50%

1

1

1

1

1

0.02 0.33

6

0.5%

Unit

Hour

Hour

cum

cum

cum

cum

cum

Each Each

Hour

Description

(iv) Lead 5km to I Okm


Add contractor's profit 10% on item 'B' above



Rate per cu.m per km = (Y+Z)14.00

(v) Lead above lOkm


Add contractor's profit 10% on item 'B' above


Rate for 4.00 cum Y+Z

Rate per cu.m per km = v+Z)/4.00

Construction of embankment with approved material complete as per technical specification clause 305 with all leads and l'fts. a) Earthwork in excavation by Mechanical

means including carriage of 3km

b) Borrowed Earth Contractor's profit and overhead charges @ 10%

c) Laying earth in layers

d) Watering

e) Rolling

Rate per cum

a) Earthwork for excavation by manual means 8 carriage by mechanical means with combined lead of 15m in ordinary soil

Unit: cum


Ownership, operational and running charges of tipperldumper Add contractor's profit 10% on item 'A' above

Cost for 4 cu.m = 'X' ' 4/7W fl=A+S) Cost for One cu.m = ' Y ' 14 Sundries ~ d d contractor's profit and overhead charges @15% on item 'A' above i.e.,

Earthwork in excavation by Mechanical means including carriage

i !

I

I

i

i

4

1.36 22.44

'A'

SI.NO'

2.01.2.4

2.01 2.5

2.02 2.02.1

2.02.2

23.8 1650.001 'A'

165.00 ( '5'

10.37 'Y 2.59 1 'N 0.12

3.57 30.08

30.08 30.00 per cum

Ref. To MOST specification

305

Embankment construction

Drains

301

Excavation for Roadway

Drains

4.2 Earthwork

Projed: 416 Lnnblg of Tuni - Anakaplli Section of MI-5 Doctmlmt: 990XXIRHIChap4 lrrnl Hate :\n"1\4s

Sheet 6 of 7 1 Date: Novendxr. 2000

Revision: RO

Rate (Rs.)

1380.00

0.5 %

Say Rs

68.00 68.00

340.00

Say Rs

252.00

Say Rs

57.50

Say Rs

Cost (Rs.)

8280.00

828.00 9108.00

45.54 9153.54

15.26 15.30 percum

3.40 68.00

Unit

Hour

Each Each

Hour

L.S.

Hour

cum sqm

Description

d) Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture contents with desired field density not less than 95% of maximum density (modified heavy proctor test) Unit = cum Faking output per day = 600 cum)

Machinery Ownership, operational and running charges of vibratory roller Add conbactofs profit 10% on items marked 'A' .

Sundries Rate for 600 cum

Rate per cum.

Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling in depression occuring during rolling

Unit = 100 sqmJ25 cum Labour

Mate Mazdoor

Add contractoh prom & overhead charges @ 15% on items market 'A'

Machinery Ownership, operational and running charges of power road roller

Add contractor's profit @lo% on items marked 'B'.

Sundries

Rate for 1 00 sqm

Rate per sqm

Loosening and recompacting of subgrade

a) Tractor for ploughing Add contractof s prom 10% on items 'A'

b) Watering b) Laying earth in layers c) Rolling

Rate per cum

Loosenlng and recompamng 01 orlglnal ground upto depth of l M m m

unit=6.67ym Rate per cum Area in 1 cum= 6.67

Rate per sqm=

4.2 Earthwork

2.02 5

2.03

2.04

2.04 1

'A'

Quantity

6.00

0.05 1.00

0.30

0.05

1


305.3.5


305.3.4


301 to 305

301 to 305

71.40

10.71 82.11

102.00 ( 'B'

10.20 112.20

1 .OO 113.20 195.31

1.95 2.00 per sqm

12.60 1 'A' 1.26 7.00

21.30 15.30 57.46

58 per cum

I 57.50

8.62 9.00 per cum

Projca: 4th Lnninp of Tud - h l n l i n p l i Section arm%-I Dnnmtmt: 9WXXIRHIChap.I Iten) Rntc .And?ais

Sl,eet 7 of 75 Date: Norcnlhrr, ZOO0

Revision: RO

4.2 Earthwork

Rate (Rs.)

34.00

Say Rs

132.00

3286.00

L.S.

Say Rs

Say Rs

Rs

Quantity

1

0.98

0.035

Cost (Rs.)

51 .W 34.00

3.40 51.401 'P"

21.30 7.00

15.30

132.00 132.00 per cum

129.36

115.01 1 'B'

12.22 256.59

11.50 268.09

268.00 per cum

21.30

7.00

15.30

43.60

44.00 percum -

44.00 per cum

Unit

cum

cum

kg

cum

Description

Construction of subgrade with approved material complete as per technical specification clause 305 with all leads and l i . A. Sub grade Layer without treatment a) Earthwork in excavation by

Mechanical means including carriage b) Borrowed Earth

Contractots profit and overhead charges @ 10%

c) Laying ealth in layers d) Watering

e) Rolling (25% extra)

Rate per cum

8. Cement Treated Sub Grade Layer Unit = 1 cum

Material Sub grade

Cement Q 2% by wt. = 0.02 ' 1750 = 35 kg

For mixing 6 curing etc@5% of 8.

Add contractoh profit 10% on item 'B'

Cost per cum Construction of embankment, subgrade with material obtained from roadway 6 Drainage excavation complete as per technical specification

a) for laying earth and compacting in 250 mm thick loose layers and dressing excluding rolling 6 watering

b) for watering the earth to bring up to the required 0.M.C

c) E m for rolling to specification with the use of vibratory roller when earth is at suitable moisture contents with desired field density not less than 95% of maximum density (modified heavy proctor test)

cost per cum Filling Medianhland with earth collected from roadway complete as per Technical specification clause 407 with soil

Rate per cu.m

2.05

205.1

2.05.2

2.06

2 07


305


305


407

Project: 416 Lnnhg ofTuni - AnaliayaUi Swtiorl of NH-5 Donlmcnt: ')90XXIRHIChsp4 Itcn~ Rate I l n l y G s

4.2 Earthwork

Sheet X of 7 1 Dnle: November. 2000

Revidon: RO


Description I Unit

I I I without disturbing the base I I I I

Unit = 1 Wsqm

By manual means

Scarifying existing Bituminous Road surface alongwith premix carpet and surface dressing but

2.08

Labour Mate Mazdoor for scarifying Mazdoor for screening and stacking

501

Sundries Contractor's profit and overhead charges @

Each Each Each

I I I Rate per sqm I

Labour MateISupervisor Mazdoor

305-05

Each I Each

Blade grading on existing road surface a k r removal 0 existing bituminious surface, watering, scarifying as necessary and compaction to a depth of 0.2 m 1

Contractor's profit & overhead charges @ 15% I Machinery Motor Grader . Vibratory Roller Water Tanker

Contractor's profit & overhead charges @ 10% Rate per sqm

Hour Hour Hour

Quantity

61.20 68.00 68.00 612.00 'A' 68.00 612.00

1285.20

Sheet 9 of 75 Date: November, ZOO0

Rcvisiat: RO

Rate (Rs.)

68 95 95

767 690 275

2.163 230

1.380

L.S.

L S

L.S.

560.00 581.00 109.00

Say

Cost (Rs.) Quantity

0.50 4.00 4.00

6.00 6.00 24.00 3.00 4.00 6.00

29.00 30.00 73.00

a+b+c+d

a+b+c+d 100

34.00 380.00 380.00 794.00

Unit

Each Each Each

Hour Hour Hour Hour Hour Hour

cum cum cum

'A'

Courses

Description

Providing. laying. spreading and compacting specified graded sand, gravel or any other course material in subbase course including premixing the material at OMC in mechanical mixer, carriage of mixed material. spreading in uniform layers with Motor Grader on a prepared base and compacting with power roller to achieve the desired density including all material, labour, machinery, lighting. guarding. barricading and maintenance of diversion complete.

By mechnical means

Unit cu.m (Taking output = I00 cu.m.)

a) Labour

MatelSupe~isor Dresser Skilled Mazdoor for alignment 8 Nishans etc.

Add contractor's profit and overhead charges @ 15% on items marked 'A'.

b) Machinery

Gwnership, operational and running charges of :-

F.E.loader lcum capacity Base mix plant Tipper 6 tonne Motor Grader . Water tanker Vibratory roller

Add contractors prom and overhead charges @ 10 % on items marked 'B'.

C) Miscellaneous

Cost of water at source

Sundries such as barricating and maintenance of diversion, lsafic control and quality control

Miscellaneous items such as wooden pegs, etc.

d) Material

Supply of gravel at site including loading. unloading and stackinglstock piling

22.4 to 90 mm 5.6 to 22.4 mm Natural gravel 5.6 mm to 75 micron

Cost for 100 cu.m

Rate per cu.m

Overall rate =

4.3

3.01

Sub-base and Base


401

Granular Sub-Base

119.10 913.10

4.602.00 4.140.00 6,60000 6,48900 920.00

8.280.00 31.031 .OO

'8'

3.103.10 34,134.10

80.00

10.00

50.00 120.00

16.240.00 17.43000 7.957.00 41.62T.00 76.794.20

767.94

767.94 768.00 per cum

Project: 416 L m b ~ g of TLIIU - .hakapaUi Section of NH-5 Doru~ae~lt: 990XXIRHIChap-4 Item Hutr Annlpsis

Sheet LO of 71 Date: Novanha, LOO0

Revision: RO

Rate (Rs.)

68.00 95.00 68.00

767 690 275

2.280 230

1.380

L.S

L.S

L.S.

379.00 581.00 417.00 191.00 109 00

Say

Cost (Rs.) Quantity

0.50 8.63 2.00

6.00 6.00

24.00 4.00

24.00 6.00

13.20 46.20 39.60 19.80 13.20

34.00 819.85 136.00

Unit

Each Each Each

Hour Hour Hour Hour Hour HDur

cu.m. cum. cu.m. cum. cu.m.

a+b+c+d a+b+c+d

100

'A '

Courses

Description

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water to OMC in mechanical mix(Pug Mill). carriage of mixed material by tipper to site laying in uniform layers in sub-basdbase course on well prepared underbase and compacting with power vibratory-roller to achieve the desired density including lighting, guarding. barricating and maintenance of diversion etc.

By mechnical means& 1 km lead

Unitcu.m Taking output = 100 cum.

a) Labour

i) MateISupervisor

ii) Dresser or surveyor for alignment iii) Mazdoor ( Skilled )

Add contractor's prom and overhead charges at 15% on items marked 'A'.

b) Machinery

Ownership, operational and mnning charges of :-

i) F.E. Loader (One cum)

ii) Base mix plant (Pug Mill) iii) TipperIDumper ( 5-6 T) capacity iv) Hydrostatic Paver v) Water Tanker vi) Vibratory Roller

Add contractor's profit and ovemead charges @ 10 % on items marked 'B'.

c) Miscellaneous

i) Cost of water at source

ii) Sundries such as barricating and and maintenance of diversion, traffic control and quality control

Mlscellaneous items such as threads pegs etc.

d) Material

Supply of crushed aggregates at site including loading and unloading, stackinglstock pile.

Coarse aggregate 40 mm Bajri 20 mm Fine aggregate 10 mm Crushed sand Borrow area sand

Through rate per 100 cu.m Through rate per cu.m

Overall rate =

4.3

3.02

Sub-base and Base


406

Wet Mix Macadam

sub-BaseiBase

989.85

148.48 1.138.33

4.6Cl2.00 4.140.00 6.600.00 9.120.00 5.520.00 8,280.00

' 8'

38.262.00

3.826.20 42,088.20

60.00

10.00

50.00 120.00

5.002.80 26.842.20 16.513.20 3,781 80 1,438.80

53.578.80

96.925.33 969.25

969.25 969.00 per cum

Project: 116 l,~nblg, of Tuni - Anahyalli Section of NH-5 Donaaa~t: Y9OWWIRHIChap-4 lrrnl Rate Analpis

4.4 (A) Bituminous Works

Quantity

0.40 1.00 7.00

6.00

6.00

L.S.

2.24

i+ii+iii = i+ii+iii 3200

1 .OO 20.00

L.S.

Unit

Each Each Each

Hour

Hour

Tonne

Each Each

Description

Providing and applying primer coat over prepared surface of granular base with bitumen heated in bitumen boiler ftted with spray set (excluding cleaning of road surface) Primer from 7.0-9.8kg and 9.8 to 12.2 kg110 Sqm for surfaces of low and medium porosity Unit = Sqm (Taking unit = 3200sqm)

i) Labour MatelSupe~isor Sprayer Hot MazdoorlMazdwr

Add contractofs profit and overhead charges at 15% on items marked 'A'

ii) Machinery Ownership, operational and running charges:-

Bitumen boiler oil fed, capacity 1500 litres faed with spay set output 0.25 Thour

Farm Tractor

Sundries such as maintenance of diversion traffic conbol sign boards 8 for quality control Miscellaneous items such as soap, joint paper, coconut oil. Bumol etc. Add contractor's profit @ 10% on items marked 'B' i.e.,

iii) Material Supply of cut back M.C-70 at site or any other Bitumen mixed with Diesel @ 7.0 kg per 10 Sqm

Cost for 3200 sqm Rate per sqm

Add for cleaning (as per sub analysis )

Rate per sqm

Cleaning the existing WBM road sulface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags andlor compressed air to receive bituminous treatment

Unit=Sqm (Taking output= 500 sqm )

Labour MatelSupe~isor Mazdoor for cleaning road surface

Sundries such as small picks 8 axes, wire brushes, old gunny bagslbrwm etc.

Add Contractor's profit and overhead charges overhead charges at 15% on items marked 'A' Cost for 500 sqm

Rate per sqm

SI.Nr

4A.01

4A.02 4A.02.1

Rate (Rs.)

68.00 95.00 95.00

81 -00

252.03

0.5%

8476.00

Say Rs

68.00 68.00

Say


502

Prime coat base

502.4.2 8

503.3.1

Prime coat over granular

base

Tack coat

Cost (Rs.)

27.?0 95.00

665.00 'A'

787.20

118.08 905.28

486.00

1512.00

"B'

1998.00

9.99

100.00

199.80 2307.79

18986.24

221 99.31 6.94

2.40 9.34 9.34

10.00 per sqm

68.00 1360.00

'A'

1428.00

50.00

214.20 1692.20

3.38 3.00

Prujcd: 116 Lnnieg ofTuni - klakupalli Section of h1X-5 Dmxtmcnt: 990XXIRHILhayJ Iln,~ Hate Aiaaly\is

Shra I2 of75 Dntc: No\anha. LOO0

Revidon: RO

Rate (Rs.)

68.00 68.00

Say Rs

95.00 95.00 68.00

81 0 0

252.00

0.5%

8476.00

Say Rs

Cost (Rs.)

17.00 340.00 357.00

20.00

53.55 430.55

0.86 1.00 per sqm

Quantity

0.25 5.00

L.S.

6.00 1 .OO 0.35

6.00

6.00

L.S

0.563 a+b+c a+b+c 2250

570.00 95.00 23.80

Unit

Each Each

Each Each Each

Hour

Hour

Tonne

'A'

Works

Description

Sub analysis Cleaning of the existing black topped surfaces with brooms.soft brushes and finally dusting with old gunny bags andlor compressed air to receive bituminous treatment

Unit= sqm (Taking unit=500 sqm)

Labour

MatdSupe~isor Mazdoor

Sundries such as son brushes.broom and d d gunny bags etc.

Add Contractor's profit and overhead charges overhead charges at 15% on items marked 'A' Cost for 500 sqm Rate per sqm

Providing and applying tackcoat on the prepared surface, heating bihlmen in boiler and spraying the biimen with spray set flted on Bi imen Boiler

A) on black topped surface Bitumen @ 2.5kg110 Sqm. Unit = Sqm (Taking output= 2250 Sqm)

a) Labour i) Hot MazdoorIMazdwr for tack coat ii) Sprayer iii) Tarring matdSupervisor

Add Contractor's profit and overhead charges overhead charges at 15% on items marked 'A'

b) Machinery Ownership, operational and running charges

i) Bitumen boiler oil fed 1500 litres fitted with spray set

ii) Farm tractor for Toeing

Add contractoh profit 10% on items marked 'B.

Sundries such as maintenance of Diversion, Traffic control signboards etc. and for quality control Miscellaneous items such as spray nozzle, tarring out fit. Burnol. coconut oil 6 country soap etc.

c) Material

Supply of Bitumen at site Cost for 2250 Sqm Through rate per Sqm

Add for cleaning (sub analysis attached)

Rate per sqm

Bituminous


502.4.2 &

503.3.1

503

Tack coat

.

688.80

103.32 792.12

4.4 (A)

4~.02.2

4A.03

- 4A.03.1

486.00

1512.00

'B'

1998.00

199.80 2197.80

10.99

1 w . w 2308.79

4771.13 7872.03

3.50

0.62 4.1 1 4.11

4.00 per sqm

Project: 416 Lnrling of Tuni - .4nakapUi Section of NH-5 Docommt: 990RXIRHIChay4 l tnu Rate :&\IIH~~US


Sheet 13 of 75 Date: Novanha, 2000

Revision: RO

Description

4A.03.2 I) On granular surface treated with prime @ 7.5 kg110 Sqm


Unit =Sqm (Taking output= 1800 Sqm)

Hot MazdoorlMazdoor Sprayer Tarring matelSupeMsol

Add contradots profit and overhead charges @ 15% on items marked 'A' i.e.

b) Machinery

h e r s h i p , operational and ~ n n i n g charges of

i) Bitumen boiler oil fed 1500 l i e capacity fitted with spray set output 0.25Vhr

ii) Farm Tractor

Add comc to f s profit @ 10% on items marked '8'.

Sundries such as maintenance of Diversion. Traffic control land sign boards etc. and for quality control

Miscellaneous items such Noule. joint paper, oil, soap etc.

C) Material

Supply of bitumen binder at site

Through rate for 1800 Sqm

Through rate per Sqm

Add for cleaning (sub analysis attached)

Rate per Sqm

k'rojcct: 416 Lanhg of Ttmi - Analiapalli Section of NH-1 Dwnn~cnt: 990WlI/RH/Chap4 Ircnt Rnrc A,ml.x*s

Shea 14 of 7 1 Date: Novm~bcr, 2000

Revision: RO


4A 04


504

Bituminous macadam

Description

Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregates for basebinding course including loading of aggregates with F.E. loader and hot mixing of stone aggregate and bitumen in hot mix plant transporting the mixed material in tipper to paver and laying mixed material with paver finisher to the required level and grade, rolling by power roller to achieve the desired density but excluding cost of primerltack coat

A) 50175 mm compacted thickness with 3.25% bitumen with lead of mix material one km

Unit =Cum flaking output= 110 cum or 242 tonne)

a) Labour Mate Skilled Mazdoor for alignment etc. Hot Mazdoor with paver finisher Hot Mazdoor with power roller

Add contractoh profn and overhead charges @ 15% on items marked 'A'.

b) Machinery Ownership, operational and running charges of :-

i) Hot mix plant tonne 40 Tonne ii) Paver finisher per tonne iii) Tippermumper 6 tonne iv) Power Roller (8-1OT) v) Vibratory Roller vi) F.E. loader (1 cum)

Sundries such as maintenance of diversion. boards, traffic control and for quality control

Misc. items such as joint paper, countly soap, Tarring outfit. Burnol, coconut oil etc..

Add contractor's prow @ 10% on items marked 'B'.

Unit

Each Each Each Each

Hour Hour Hour Hour Hour Hour

Quantity

0.50 4.00 4.00 2.00

6.00 6.00

24.00 6.00 6.00 6.00

L.S.

Rate (Rs.)

68.00 105.00 95.00 95.00

822.00 770.00 275.00 340.00

1380.00 767.00

0.5%

Cost (Rs.)

34.00 420.00 380.00 190.00

'A'

1024.00

153.60 1177.60

4932.00 4620.00 6600.00 2040.00 8280.00 4602.00

'B'

31074.00

155.37

60.00

3107.40 34396.77

P~.uject: 416 Lnning of Turn - AnnkapUi Section of NH-5 Ilontn~rnt: 99OXXIRHIChapJ I ta,~ Rate .4naly\is


( 1 I stockpiling Total volume of aggregates 110 cum (-) 3.575 for bitumen Nek106.4 cum

4A.04 contd.

I I l~rushed course aggregates 26.4 - 11.2 mm

75% of 106.4 = 79.80 Total quantity = 79.8*1.45=115.71


60% of 106.4 = 63.84 cum x 1.45 = 92.568

Description

c) Material i) Supply of crushed stone aggregates at site

including carriage. loading, unloading and

Crushed stone chipping 11.2 - 2.8 mm size 15%of106.4 = 15.96cumx1.45

= 23.142 Fine aggregate 2.8 mm below

ii) Supply of Bitumen at site Bitumen = 110~2.2~3.25

100x1

cost for 11 0 cum

I I l ~ h r o u ~ h rate per cum

Shed IS of 75 Dntc: November, 2000

Rrvisim: RO

Cost (Rs.)

51838.08

11316.44

71 12.84

66663.74 136931.10

172505.47

1568.23

1568.23 1568.00 per cum

Rate (Rs.)

560.00

489.00

191.00

8476.00

Say Rs

Unit

Cum

Cum

Cum

Tonne

Quantity

92.568

23.142

37.24

7.87

I a + b + c =

a+b+c 110

Project: 416 1,aning of Tuni - .hakapUl Section of NH-5 Dwommt: 99tlXXIKHIChsyJ I tan Rntr 411dyYs

Shcct 16 of 7 1 Date: November, 2000

Revision: RO

j~erniled Project Hepon C t S R1 070.YWRIliay?.4.5 -I 4(a)

Rate (Rs.)

68.00

95.00

8220.00 770.00 275.00

1095.00 767.00

0.5%

581.M)

417.00

329.00

8476.00

3317.00

Say Rs

Cost (Rs.) Quantity

0.30

6.00

2.50 2.50 9.00 2.50 2.50

L.S.

24.45

18.34

18.34

4.14

1.84

a+b+c a+b+c

40

20.40

570.00

Unit

Each

Each

Hour Hour Hour Hour Hour

Cum.

Cum.

Cum.

Tonne

Tonne

'A'

Works

Description

Providing and laying dense bituminous macadam on prepared surface with specified graded crushed aggregates for basdbinder course including loading of material with F.E. loader, heating of binder aggregates and filler in hot mix plant, transporting the mixed material by tippers and laying with paver finisher to the required level and grade, rolling by power roller to achieve the desired density but excluding primerhack Coat

A) 50 mm compacted thickness with 4.5% bitumen content and lead of mixed material 1 km Unit = cum (Taking output=40 cum) or 40~2.3=92 tonne or 1000 sqm

a) Labour i) MatdSupewisor

ii) HoVordinary mazdoor with paver finisher for road and roller

Add contractots profit and overhead charges at 15% on items marked 'A'.

b) Machinery Ownership, operational running charges

i) Hot mix plant 40 Tonne per hour ii) Paver finisher 60 tonne iii) TipperIDumpers 6 tonne iv) Pneumatic roller

v) F.E. loader (1 .O cu.m)

Sundries such as maintenance of diversion, sign boards and for q u a l i control

Miscellaneous items such as tarring outfit, soap and Burnol etc.

Add contractor's profit 10% on items marked 'B'.

C) Material

Crushed Coarse Aggregates

i) 20 mm size

ii) 10 mm size fine aggregates

iii) 5.6 mm &below iv) Supply of Bitumen

binder at site. 4.5% density =2.3 =40x 2.3 x 4.51100

V) Supply of filler (Cement)

Cost for 40 cum Through rate per cum=

Total rate =

4.4 (A)

4A.05

Bituminous


507

Dense Bituminous Macadam

590.40

88.56 678.96

20550.00 1925.00 2475.00 2737.50 1917.50

'8'

29605.00

148.03

90.00

2960.50 32803.53

14205.45

7647.78

6033.86

35090.64

6103.28 69081.01

102563.50 2564.09

2564.09 2664.00 per cum

Pndrct: 416 Laning of Tuni - klal ialw~i Section o lm-5 Docun~ntl: 990XXlRHIChap-4 l1c111 Rate .Annl?.sis

Shra 17 of 75 Dste: Nuvcmhs, ZOO0

Revision: RO


Cost (Rs.) Rate (Rs.) Quantity Unit Ref. To MOST Specification ---

0.60 4.80 6.00 2.40

7.20 7.20

28.80 7.20 7.20 7.20 7.20

L.S.

8.60 46.40 29.20 26.50 62.30 7.92

13.20

a+b+c

(a+b+c)/l 10

Description

68.00 105.00 95.00 95.00

8220.00 770.00 275.00 340.00

1380.00 767.00

1095.00

0.5%

560.00 581 .W 41 7.00 329.00 191.00

331 7.00

8476.00

Say Rs

Each Each Each Each

Hour Hour Hour Hour Hour Hour Hour

cum cum cum cum cum.

Tonne

Tonne

40.80 504.00 'A' 570.00 228.00 1342.80

201.42 1544.22

59184.00 5544.00 7920.00 '0' 2448.00 9936.00 5522.40 7884.00

98438.40

492.1 9

60.00 98990.59

- 9899.06 108889.65

4816.00 26958.40 12176.40 871 8.50

11899.30 26270.64

11 1883.20 202722.44 313156.31

2846.88 2847.00 per cum

5 1 2 ~ prepared surface with specfied graded stone aggregate for wearing course including loading of aggregates with F.E. loader and hot miring of bitumen filler with aggregates in hot mix plant transporting the mixed material with tipper to paver and laying with mechanical paver finisher to the required level. Grades and rolling with power roller to achieve the desired density excluding cost of primeltack coat 50 mm compacted thickness with 5% biutmen and 3% filler with lead 1 km

Taking output 110 cum assuming density as 2.4 weight of mix = 110~2.4 = 264 tonne

a) Labour Mate Skilled Mazdoor for alignment etc. Hot Mazdwr with paver finisher Hot Mazdoor with power roller

Add contractor's profit and overhead charges @ 15% on items marked 'A'.

b) Machinery Ownership, operational and ~ n n i n g charges d :-

i) Hot mix plant tonne 40 Tonne ii) Paver finisher per tonne iii) TipperIDumper 6 tonne iv) Power Roller (BIOT) v) Vibratory Roller vi) F.E. loader (1 cum) vii) Pnuematic Roller

Sundries such as maintenance of diversion, sign boards traffic control and for quality control

Misc items such as joint paper, country soap. Taming outtit. Burnol, coconut oil etc..

Add contractoCs profit @ 10% on items marked 'B'.

c) Material Supply of stone aggregates at site including loading, unloading and stockpiling of sues:.

i a) Coarse aggregates 26.5mm 19mm 9.5mm 475mm

b) Fine Aggregates

ii) Supply of cement at site 3% iii) Supply of bitumen at site

=110x2.4~51100

Cost for 110 cum.

Through rate per cum Overall rate

- 4A.06

Bituminous Concrete

Shra 18 0115 Date: Noventher, 2000

Revision: RO

4.4 (A) Bituminous Works 1

Hoods & Highways

Cost (Rs.) Quantity

1.35 21.00 6.00

4.00

3.00 6.00

9.00 4.50 0.73

i)+ii)+iii)

i)+ii)+iii) 500

Unit

Each Each Each

Hour

Hour Hour

0.5%

L.S.

Cum Cum

Tonne

91.80 1428.00 570.00

Rate (Rs.)

68.00 68.00 95.00

1120.00

81 .00 340.00

489.00 417.00

8476.00

Say Rs

Description

Providing and laying open graded premix carpet of 20mm thick on prepared surface in a single course as wearing course composed of specified size of stone aggregate premix with a biminious binder in mini hot mix plant 6-10 tonne laying manually and rolling with power roller 8 1 0 tonne but excluding cost of primefttack coat.

Type B UNIT = Sqm (Taking output = 500 Sqm)

i) Labour MatelSupervisor Mazdoor Hot MazdoorIBucketman for b i m e n

Add contractor's profit and overhead charges @ 15% on items marked 'A' 1.e..

ii) Machinery Ownership, operational and running charges of

Mini hot mix plant 6HO tonne Bitumen boiler oil fed 1500 litre capacity output 250 kgJhr. Power rbller 8-10 tonne

Add contractoh profit at 10% items marked 'B' .

Sundries such as maintenance and control of Diension, sign boards and for quality control

Miscellaneous items such as tarring outtits. Boumal. coconut oil, soap and wheel borrow etc.

iii) Material

Supply of crushed stone, chipping including carriage. loading, unloading and stockpiling at site

13.2 mm size 11.2mmsize Supply of B i imen at site

Cost for 500 Sqm


4A.07

A


509

Open graded Premix Carpet

2089.80

313.47 2403.27

4480.00

243.00 2040.00

B

6763.00

676.30

49.21

25.00 751 3.51

4401 .00 1876.50 61 87.48

12464.98

22381.76

44.76

45.00 per sqm

Project: 416 Lnning of TUIU - k~skapall i Section of NH-5 I)onmn~cnt: 990XnlRHIChay4 Itenl Rmtr AIIHIYS~S

Sheet 19 of 75 Date: Novnnha, ZOO0

Revidan: RO

Rate (Rs.)

68.00 68.00 95.00

11 20.00 81 .00

1095.00

417.00 329.00 300.00

8476.00

Say Rs

15.00 45.00

Say Rs

Cost (Rs.) Quantity

1.40 21.00 7.00

4.00 4.50 6.00

5.00 6.00 2.50 1.10

i)+ii)+iii)

i)+ii)+iii) m . 0 0

1.00 1.00

95.20 1428.00 665.00

Unit

Each Each Each

Hour Hour Hour

0.5%

L.S.

Cum Cum Cum

Tonne

sqm

sqm sqm

'A'

Works

Description

Providing renewal coat with mix seal surfacing to the areas of existing caniageway as per technical specification

Type A UNIT = 1 Sqm (Taking output = 500 Sqm)

i) Labour MatelSupe~isor Mazdoor Hot MazdoorlBucketman for bitumen

Add contractor's prom and overhead charges @ 15% on items marked 'A' i.e.

ii) Machinery Ownership, operational and running charges of Mini hot mix plant 6HO tonne a k m " ~ d t e d l m * e ~ ~ m k *

Power roller 8-10 tonne

~ d d contractor's profit at 10% items marked 'B' i.e.

Sundries such as maintenance and control of D~erssion, sign boards and for quality control

Miscellaneous items such as tarring oltfik. Boumal, coconut oil, soap and wheel borrow etc.

iii) Material Supply of crushed stone, chipping including carriage. loading, unloading and stockpiling at site

11.2 mm size 5.6 mm 8 below sand Supply of Bitumen at site

Add contractor's proW and overhead charges @ 10%

Cost for 500 Sqm


Extra Lead

Carryout repairs to potholes 8 perform any necessary patching to existing bituminious carriageway surfacing as per technical specifications.

Unit = 1 sqm

cost of scarifying cost of Premix

Total cost per sqm

4.4 (A)

4A.08

-

4A.09

2188.20

328.23 2516.43

4480.00 364.50

6570.00 11414.50 1141.45

75.36

25.00 12656.31

2085.00 1974.00 750.00

9323.60 14132.60 1413.26

15545.86

30718.60

61.44

0.59 62.03 62.00 per sqm

15.00 45.00 60.00 60.00 per sqm

Bituminous


Projra: 416 Lnning of %li - .AnskayllUi Section of NH-5 I)ecomntt: 990HWlRHlChayJ Item Hntc . A I I H J ~ ~ s

Sheet 20 of 7 1 Date: Novcmha. 2000

Revision: RO

4.4 (8) Concrete Pavement

48.01

Unit

Tonne Kg

Cum. Cum. Cum. Cum.

Each Each Each Each Each Each Each Each Each Each Each

L.S.

Hour Hour Hour Hour Hour Hour Hour Hour


Quantity

0.150 0.450 0.400 0.470 0.210 0.40

2.00 1.00 4.00 4.00 1.00 2.00 1.00 1.00 1.00 8.00 20.00

6.00 12.00 12.00 6.00

50.00 6.00 6.00 6.00

Description

Construction of M-10 Dry Lean Cement Concrete subbase for cement concrete pavement as per drawing and Technical Specifications

Unit = One Cum

Material Cement including carriage Admixture Aggrgate (10-25 mm) Aggrgate (610 mm) Stone dust Sand Material Cost (A)

Unit = Cum (output = 270 Cum for Labour 8 Machinery)

Labour Dry Batch plant operator Master Mechanic Helper F ie r Assistant Mechanic Paver Operator Supervisor Mechanic Surveyor Skilled Worker Mazdoor Cost of Labour Sundries Total Cost of Labour (8)

Machinery (Hire 8 Running charges for) Batching Plant (6hrJ day) DLC Paver (2 no.) Vibratory Roller (2 no.) Frontend Loader Tippermruck (5T) Water Tanker Compressor Generator Scabbling Machine Total Hire Charges (X) =

Cost of Machinery (C) = (X)

Total Labour and Machinery for 270 cum. (B+C)

Total Labour and Machinery for 1 (one) cum.

Making up undulation wim lean concrete

Total Paving and Laying charges (D)

Cost per Cum ( E = A+D)

Curing compound, hessian cloth & water charges @ 5%

T8P Total =

Contractor's profit & overhead charges @ 15% Rate per cum.

Rate (Rs.)

3317.00 100.00 512.00 373.00 191.00 300.00

125.00 125.00 68.00 95.00 95.00

125.00 95.00 95.00 95.00 95.00 68.00

1750.00 700.00

1380.00 620.00 275.00 230.00 325.00 525.00

L.S

L.S

L.S.

Say Rs

Cost (Rs.)

497.55 45.00

204.80 175.31 40.1 1

120.00 1082.77

250.00 125.00 272.00 380.00 95.00

250.00 95.00 95.00 95.00

760.00 1360.00 3777.00

50.00 3827.00

1 0500.00 8400.00

16560.00 3720.00

13750.00 1380.00 1950.00 3150.00 135.00

59545.00

59545.00

63372.00

234.71

50.00

284.71

1367.48

68.37

60 1495.86

224.38 1720.23

1720 per cum

I'rcdca: 416 Lnnlllg of TIII" - An&k.p~Ui Section of NH-I I ) e n ~ ~ ~ ~ n l t : 9908H/RH/Chay4 Itrol Kntc .Anfily*s

Shed 21 of 75 Date: Nwcrnher, 2000

Revision: RO

4.4 (8) Concrete Pavement

Roads & Highways

Unit

Tonne Kg

Cum. Cum. Cum.

M Cum. Kg

sqm Kg

Each Each Each Each Each Each Each Each Each Each Each Each

L.S.

Hour Hour H w r Hour Hour Hour Hour Hour Hour

Description

Pavement Quality Concrete( PQC) Construction of M40 grade Cement Cconcrete Pavement in Road and Toll Plaza including the cost of polyihene film as separation membrane, conbaction joint, expansion joint, longitudinal joint construction joint, joint sealing compound etc. Complete as per drawing & Technical specifications.

Unit = Cum

Material Cement Admixture Coarse Sand 10 mm aggregate 20 mm aggregate Joint Filling & Sealant water for curing Dowel Bar celltex Board Tie Bar Material Cost (A)

Unit = Cum (output = 270 Cum for Labour 8 Machinery )

Labour Dry Balch plant operator Master Mechanic Helper F ie r Texturing Machine Operatw Paver Operator Placer Operator Supervisor Joint CuHing Machine Operator Surveyor Skilled Worker Mazdoor Cost of Labour Sundries Total Cost of Labour (8)

Machinery (Hire & Running charges for) Batching Plant (6hrsl day) PQC Paver (1 no.) Joint Cutting Machine Frontend Loader Tippermruck (5T) Water Tanker (2no.s) Compressor Generator Pumpset Total Hire Charges (X) = Cost of Machinery (C) = (X)

Total Labour and Machinery for 270 cum. (B+C)

Total Labour and Machinery for 1 (one) cum. Making up undulation with lean concrete Total Paving and Laying charges (D) Cost per Cum ( E = A+D) Curing compound, hessian cloth 8 water charges @ 5% TBP Total = Contractor's profit & overhead charges Q 15% Rate per cum.

--

48.02


Quantity

0.450 1.2

0.40 0.30 0.85 20.0 0.05 4.75 11.80 0.37

2.00 1.00 4.00 2.00 1.00 2.00 1.00 1.00 1.00 1.00 8.00 30.00

6.00 6.00 6.00 6.00 60.00 12.00 6.00 6.00 6.00

Rate (Rs.)

3317.00 100.00 300.00 41 7.00 581 .OO

10.00 300.00

16.00 20.00 16.00

150.00 105.00 68.00 95.00

125.00 125.00 125.00 68.00

125.00 95.00 95.00 68.00

1590.00 7000.00 600.00 767.00 275.00 230.00 325.00 525.00 50.00

L.S

L.S.

Say Rs

Cost (Rs.)

1492.65 120.00 120.00 125.10 493.85 200.00

15.00 76.00

236.00 5.92

2884.52

MO.00 105.00 272.00 190.00 125.00 250.00 125.00 68.00

125.00 95.00

760.00 2040.00 4455.00

5.00 4m.00

9540.00 42000.00 3600.00 4602.00

16500.00 5520.00 1950.00 31 M.OO 300.00

87162.00 87162.00

91622.00

339.34 46.00

385.34 3269.86

163.49 70

3503.35 525.50

4028.86 4029.00 per cum

project: 416 I.nning of Tuni - .bahpall i Section of NH-I I)on~njn~t: 990XXIRHIChayl Itel11 Rate .AIIH~?>~s

Cost (Rs.)

408.00

108.80

27.20 544.00

108.80 27.20

680.00

102.00 782.00 78.20 78.00 per cum

476.00

136.00

34.00 646.00

129.20 32.30

807.50

121.13 328.63 92.86 93.00 per cum

612.00

153.00

40.80 805.80

161 16 40.29

151.09 1158.34 115.83 116.00 per cum

Rate (Rs.)

68.00

68.00

68.00

Say Rs

68.00

68.00

68.00

Say Rs

68.00

68.00

68.00

Say Rs

Quantity

NIL

6.00

1.60

0.40

of labour of labour

7.00

2.00

0.50

of labour of labour

9.00

2.25

0.60

of labour of labour

Unit

NIL

Each

Each

Each

0.20 0.05

Each

Each

Each

0.20 0.10

Each

Each

Each

0.20 0.15

Description

Earth work in excavation of foundation for structures complete as per drawings and Technical Specification

Ordinary Soil Unit 10 cum.

Depth upto 3 m

Material

Labour i) Mazdoor

ii) Mazdoor for refilling trenches in 250 mm IayerS. ramming and watering, etc.

iii) Mazdoor for dressing sides, bottom, etc.

Extra for :- Dewatering Shoring 8 Shuttering

Add 15% contradot's profit on Rs. 448.95

Rate per cum

3 m to 6 m depth

Labour i) Mazdoor

ii) Mazdoor for refilling trenches in 250 mm layers. ramming d watering etc.


Dewatering Shoring and Shuttering

Add 15% contradot's profd

Rate per cum

Above 6m depth

Labour i) Mazdoor ii) Mazdoor for refilling trenches in 250 mm layen.

ramming 8 watering etc.

iii) Mazdwr for dressing sides, bottom, etc.

Dewatering Shoring and Shuttering

Add 15% contractor's profit

Rate per cum

4.5(A)

5A.01

- 5A.01 .I

- 5A.Ol.2

- SA.01.3

Culverts


304

1'1.ojjcn: 416 Lening of Tuni - . hakapUi Section of NH-5 llotloalatt: 990XXIRHIChap-4 Itr~tl Rntr .U~nlyds

Sheet 23 of 72 DM.: Novanha, 2000

Revision: RO

4.5(A) Culverts

Cost (Rs.)

126.44

68.00 2.72

197.16 10.00

31.07 238.23 238.00 per cum

130.80

68.00 2.72

70.72 10.00

31.73 243.25 243.00 per cum

41 4.00

68.00 3.40

485.40 10.00

495.40 72.81

568.21 568.00 per cum

5A 02

- 5A.02.1

- 5A.02.2

5A.03

Description

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Unit 1 cum

a) Gravelly material

Material

Gravel ilc carriage

Labour

Mazdoor Bhisti

Sundries

Contractor's prom and overhead @ 15% Rate per cum

b) Sandy material

Material Sand Vc carriage (assuming 20% voids)

Labour Mazdoor Bhisti

Sundries

Contractor's profit and overhead @ 15% Rate per cum

Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification

Unit 1 cum.

Material

Filter medium like stone aggregate of required size

Including carriage of filter medium.

Labour

Mazdoor Bhisti

Sundries

Contradots proffi and overhead @ 15% Rate per cum

11.2 mm(lO%) = 0.10' rate of 11.2mm aggregate 5.6 mm(lO%) =0.10 ̂ rate of 5.6 mm aggregate 2.8 mm(80%)=0.80 ' rate of sand Total = 345.00


Clause 305

Clause 305

Unit

Cum

Each Each

L.S.

Cum

Each Each

L.S.

cu.m

Each Each

L.S.

Quantity

1.16

1.00 0.04

1.20

1.00 0.04

1.20

1.00 0.05

Rate (Rs.)

109.00

68.00 68.00

Say Rs

109.00

68.00 68.00

Say Rs

345.00

68.00 68.00

Say RE

Yrc~jcci: 416 1,"niny of Tud - .4naknpaUi Section orNH-1 D<tiu~ntnt: 'MXXiRHIChayJ Iten, Rate .Q~nly\is

ShceI 24 of 71 Date: Nove~uhcr, 2000

Revision: RO

4.5(A) Culverts

R d & Highways

Rate (Rs.)

1.800 3286.00

95.00 68.00 68.00

Say Rs

3286.00

300.00

68.00 68.00

M O W

Say Rs

191 2514.00

95.00 68.00 68.00

Say Rs

Quantity

480.00 0.24

0.82 1.60 0.20

0.51

1.07

0.60 0.30

1.00

1.10 0.30

2.00 1.95 0.09

Cost (Rs.)

864.00 788.64

1652.64

77.90 108.80 13.60

200.30

277.94 2130.88 2131.00 per cum

1675.86

321.00 1996.66

40.80 20.40

500.00 2558.06 2558.00 per cum

210.10 754.20 964.30

190.00 132.60

6.12 328.72

193.95 1486.97 1487.00 per cum

Unit

Nos cum

Each Each Each

Tonne

cum

Each Each

Hour

cum cum

Each Each Each

Description

Brick masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specifications

Unit 1 cum

Material

Bricks I-class Cement Mortar 1.3

Labour Mason Mazdoor Bhisti

Contractots prom and overhead @ 15%

Sub-analysis Cement mortar 1:3 (1 cement: 3 Coarse sand)

Details of cost for 1 cum

a) Materials

Cement (0.357 cum) including carriage Coarse sand

b) Labour

For measuring, carrying depositing and mixing by mechanical mixer.

Mazdoor Bhisti

c) Hire and running charges of mechanical mixer

Stone masonry work in cement mortar 1 :3 in foundation complete as per drawing and Technical Specifications

Unit 1 cum

Coursed Rubble Masonary (first sort)

Material Stone Cement Mortar 1 :3


Contractor's profit and overhead @ 15%

5A.04

- 5A.04.1

5A.05


Section 1300

Section 1400

4.5(A) Culverts

Dcrntled Pr,~ccr Report I-!? IT'07WYYORR u,py-4 5 . 4 Sbl

Cost (Rs.)

11632.44 1410.00 51 70.90

18213.34

95.00 1156.00 183.60 68.00

1502.60 70.00

250.00 48.50

298.50 20084.44

3012.67

23097.1 1 2309.71 2310.00 per cum

1084.38 135.00 197.08 127.82 45.87

1590.15

9.50 110.84 18.36 5.44

144.14 30.00

174.14

250.00 48.50

298.50

Rate (Rs.)

3286.00 300.00 581.00

95.00 68.00 68.00 68.00

500.00 97.00

Say Rs

3286.00 300.00 379.00 581.00 417.00

95.00 68.00 68.00 68.00

L.S.

500.00 97.00

Quantity

3.54 4.70 8.90

1.00 17.00 2.70 1.00

0.50 0.50

0.33 0.45 0.52 0.22 0.11

0.10 1.63 0.27 0.08

0.50 0.50

Unit

Ton Cum. Cum.

Each Each Each Each

L.S.

Hour Hour

Tonne Cum. Cum. Cum. Cum.

Each Each Each Each

Hour Hour

Description

Cement Concrete for Plain Concrete/ Reinforced Concrete in open foundation complete as per drawing and Technical Specifications

a) P.C.C.M-10 grade

Unit = cum Output=lO cum

i) Material

Cement Sand 20 mm aggregate

ii) Labour

Mason Mazdoor Bhisti Mate

Sundries

iii) Machinery

Hire charges for concrete mixer Hire charges for needle vibrator

Contractor's prom8 overhead charges 0 15%

Rate for 10 cum. Rate per cum

b) M 15 grade Unit = cum

Material

Cement including Coarse Sand carriage 40 mm aggregate 20 mm aggregate 10 mm aggregate

Labour


Sundries

Machinery


5A.06

- 5A.ffi.1

- 5A.06.2


Section 1500B1700

Project: 416 Laning of Tuni - haliapll i S d o n of NH-5 Dorun~ent: !BOllRIRH/Chapl ltml R H ~ C . b a l y d s

4.5(A) Culverts

Rate (Rs.)

Say Rs

3286.00 300.00 379.00 581 .OO 41 7.00

95.00 68.00 68.00 68.00

500.00 97.00

. Say Rs

Quantity

0.33 0.45 0.52 0.22 0.11

0.10 1.63 0.27 0.08

0.50 0.50

Cost (Rs.)

88.21 2151.00

21.51 21 72.51

325.88

2498.39 2498.00 per cum

1084.38 135.00 197.08 127.82 45.87

1590.15

9.50 110.84 18.36 5.44

144.14 10.00

154.14

250.00 48.50

298.50 2042.79

306.41 85

23.49 2372.70 355.91

2728.61 2729.00 per cum

Unit


Each Each Each Each

L.S.

Hour Hour

Description

For Formwork add 5% of cost of concrete (material 8 labour)

Extra For Controlled Concrete @ 1%

Contractor's profit 8 overhead charges @ 15%

Rate per cum.

Cement concrete for plain concretelreinforced concrete for substructure complete as per drawing 8 Technical Specification

M 15 grade

Unit = cum

Material Cement including Coarse Sand carriage 40 mm aggregate 20 mm aggregate 10 mm aggregate

Labour Mason Mazdoor Bhisti Mate

Sundries

Machinery


For Fonwork add 15% of cost of concrete (material 8 labour)

Extra For Controlled Concrete @ 1 %

Contractor's profe 8 overhead charges @ 15% Rate per cum.

SA.ffi.2 contd

5A.07

- 5A.07.1


Section 15008 1700

Project: 416 Laning of Tuni - AnaknpUi Section orNH-5 Dommlent: 99OURIRHIChay;( Itent Rate AnnlyQs

Shcrt 27 of 71 Date: November, LOO0

Revision: RO

4.5(A) Culverts

Hmdr & fIt#hw,~ys

Cost (Rs.)

1347.26 135.00 366.03 112.59

1960.88

17.10 117.64 31.96 5.44

172.14

250.00 48.50

298.50 10.00

2441.52

24.42

366.23 2832.16 424.62

3256.99 3257.00 per cum

1478.70 129.00 336.98 116.76

2061.44

17.10 11 7.64 31.96 5.44

172.14

250.00 48.50

298.50 20.00

2552.08

51.04 2603.12

26.03

394.37 3023.53 453.53

3477.05 3477.00 per cum

Rate (Rs.)

3286.00 300.00 561.00 417.00

95.00 68.00 68.00 68.00

500.00 97.00

Say Rs

3286.00 300.00 581.00 41 7.00

95.00 68.00 68.00 68.00

500.00 97.00

Say Rs

Quantity

0.41 0.45 0.63 0.27

0.16 1.73 0.47 0.08

0.50 0.50

0.45 0.43 0.58 0.28

0.18 1.73 0.47 0.08

0.50 0.50

Unit

Tonne cum cum cum

Each Each Each Each

Hour Hour

L.S.

Tonne cu.m cum cu.m

Each Each Each Each

Hour Hour

L.S.

Description

b) M 25 grade

Unit 1 cum.

i) Materials:

Cement Coarse sand 20 mm aggregate 10 mrn aggregate

ii) Labour


iii) Machinely: Hire charges of Concrete mixer Hire charges of Needle vibrator

Sundries

Extra for controlled concrete @ 1% of total cost For formwork add 15% of cost of concrete (material 8 labour)

Contractots profit 6 overhead charges @ 15% Rate per cum.

c) Reinforced Cement Concrete in M30 grade in sub-structure U n l = 1 Cum.. Material

Cement with addition of 10% Coarse sand i/c carriage 20 mm aggregate 10 mm aggregate


Hire and running charges Concrete mixer Needle vibrator

Sundries

Above 5 m height add for extra labour for working at height @ 2% of total cost

Extra for controlled concrete @ 1 % of total Cost

Add for formwork 15% of cost of concrete (meterials B labour)


Rate per cum

5A.07.2

- 5A.07.3


Project: 416 Lnttbtg of Tuni - .4nakapaUi Section of NH-5 Dwua~ent: YWX/RH/ChapJ ltcm Rate .bnlysis

Sheet 28 ef 75 Dstr: November, 2000

Revision: RO

4.5(A) culverts

Cost (Rs.)

1560.85 120.00 493.85

2174.70

28.50 170.00 40.80

6.80 246.10

250.00 48.50

298.50

120.00 2839.30

56.79 2896.09

28.96 2925.05

438.76 3363.80

504.57 3868.37 3868.00 per cum

1347.26 135.00 366.03 112.59

1960.88

17.10 11 7.64 31.96 5.44

172.14

Rate (Rs.)

3286.00 300.00 581 .OO

95.00 68.00 68.00 68.00

500.00 97.00

Say Rs

3286.00 300.00 581.00 417.00

95.00 68.00 68.00 68.00

Quantity

0.475 0.40 0.85

0.30 2.50 0.60 0.10

0.50 0.50

0.41 0.45 0.63 0.27

0.18 1.73 0.47 0.08

Unit

Tonne cu.m cum

Each Each Each Each

Hour Hour

L.S.

Tonne cum cum cum

Each Each Each Each

Description

d) Reinforced Cement Concrete in M35 grade in sub-structure

Unit = I Cum..

Material

Cement with addition of 10% Coarse sand 20 mm down coarse aggregate

Labour


Hire and running charges

Concrete mixer Needle vibrator

Sundries

Above 5 m height add for exba labour for working at height @ 2% of total cost

Extra for controlled concrete @ 1 % of total wst

Add for formwork 15% of cost of concrete (materials 8 labour)

Contractots proffi and overhead @ 15%

Rate per cum

Cement concrete for Reinforced concrete in superstructure complete as per drawing and Technical spe~ification

a) M 25 grade Unit 1 cum.

i) Materials: Cement Coarse sand including 20 mm aggregate carriage 10 mm aggregate

ii) Labour


5A.07.4

5A.08

- 5A.08.1


Section 15008.1 700

4.5(A) Culverts

Rmds & I l ighwajs

Cost (Rs.)

250.00 48.50

298.50 100.00

2531.52

126.58 2658.10

26.58

421.96

25% of of cost of concrete

Contractots profit 8 overheads @ 15 %

Unit 1 cum.

Coarse sand including 20 mm aggregate carriage 10 mm aggregate

iii) Machinely:

Hire charges of Concrete mixer Hire charges of Needle vibrator

Add extra labour for working at height @ 5 % of cost of labour 8 materials

Extra for controlled concrete @ 1% of total cost

For formwork for solid slab superstructure. add 25% of cost of concrete

Contractor's profit 8 overheads @ 15 %

Quantity

0.50 0.50

Unit

Hour Hour

L.S.

Rate (Rs.)

500.00 97.00

Description

iii) Machinery:


Sundries



For formwork for solid slab supersbucture.

5A.08.1 contd.


4.5(A) Culverts

Shtct 30 of 7 1 Date: November. 2000

Revision: RO

Rmds & Highways

5A.9

5A.10


Section 1600(N)

Clause 2705(N)

Description

HYSD bar reinforcement complete as per drawing and Technical Specification

Unit 1 Tonne

Material :

i) HYSD bars including 5% wastage carriage of steel

ii) Binding wire iii) Cover blocks

Labour : For cutting, binding, tying and placing in position

Blacksmith Mazdoor

Add contractofs profit and overhead @ 15%

Drainage Spouts complete as per drawing and Technical Specification

Unit - per no.

Material Cost of M.S grating 260 mm x 260 mm including carriage

Cost of 1 W mm dia 1 m long GI pipe including carriage

Cost of anti-corrosiveJbituminous paint

Labour Mason Il-class Mazdoor

Contractots protit and overhead @ 15%

Unit

Tonne

Kg. L.S.

Each Each

No.

Metre

L.S.

Each Each

Quantity

1.05

10.00

8.00 4.00

1.00

1 .OO

0.10 0.20

Rate (Rs.)

16966.00

28.00

95.00 68.00

Say Rs

17.00

332.00

95.00 68.00

Say Rs

Cost (Rs.1

17814:30

280.00 100.00

18194.30

760.00 272.00

1032.00 19226.30

2883.95 221 10.25 22110.00 per cum

17.00

332.00

54.00 399.00

9.50 13.60 23.10

63.32 485.42 485.00 per Nr.

I'rojetl: 4 6 Lnt~htg of TUN - .Anakaplli Sstion of NH-5 Dnmn~ent: 990XWlRHlChapJ Itcm Hate .nnly*is

Sheet 31 of 75 Date: Nor-unher. 2000

Revision: RO

Roads & Highways

Cost (Rs.1

6769.16 4665.65

11434.81 571.74

12006.55

1800.98

13807.53

653.77 654.00 per lm.

32132.70 14371 .SO

M.W 46554.20

5747A3 5747.00 per cum

Rate (Rs.)

3286.00 16966.00

Say Rs

3967.00 22110.00

Say Rs

Quantity

2.06 0.28

8.10 0.65

Unit

Cum. Tonne

L.S.

Cum. Tonne

L.S.

Description

Reinforced Cement Concrete railing complete as per drawing and Technical Specification

Unit 1 metre

Details of cost for 21 1 2 m

MOST Standard drawing No.SD1202 (10m span). Railing Length 2~10.56 m per span = 21.12 m

I. Material & Labour Concrete M 30 grade for R.C.C. HYSD Bar reinforcement

Add for working on smaller sire of sections and aggregates @ 5% of cost

Contractor's prom and overhead @ 15%

Rate for 21.12 m =

Rate perm = Rate for 21.12 m

Reinforced Cement Concrete approach slab including reinforcement and form work complete as per drawing and Technical Specification

Unit 1 Cum.

Details of cost for 8.1 Cum.

Assume the approach slab to be 7.5 mx3.6mx0.3 m thick with 12 mm dia HYSD. reinforcement @ 150 mm dc both ways at top & bottom

i) R.C.C. M 30 grade ii) HYSD reinforcement iii) Sundries

cost of 8.1 cum

Rate for 1 Cum. = Cost of 8.1 Cum. = 8.1

4.5(A)

5 ~ . l l

5A.12

culverts


Section 15M).1600. 1700&2000

Section 15M).16M). 17MUL22W

Project: 4 6 Lnning of Ttud - AnakapUi Section ofNH-5 1)unmlmt: 990WNlRHIChap-4 lteet Kate :bnl!ds

sheet 32 of 75 Datr: Novmlbs, 2000

Revision: It0

Rmds B Ht8hw~l?s

Cost (Rs.1

1084.38 135.00 138.32 127.82 45.87

1531 -39

9.50 110.84 18.36 2.72

141.42

250.00

48.50 298.50

5.00 303.50

59.14 2035.45 305.32

2340.77 2341.00 per cum.

235.00

14.00

31 1 .OO

30.60 102.00 132.60

19.89 463.49 463.00 per cum

Rate (Rs.)

3286.00 300.00 379.00 581 .OO 417.00

95.00 68.00 68.00 68.00

500.00

97.00

Say Rs

235.00

2.00

68.00 68.00

Say Rs

Unit


Each Each Each Each

Hour

Hour

L.S.

Cum.

no.

Each Each

Description

Plain cement concrete M 15 ordinary grade levelling course b l o w approach slab complete as per drawing and Technical specification

Unit 1 Cum. Material

Cement Coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate

Labour Mason Mazdwr Bhisti Mate

Hire charges for concrete mixer (0.2710.20 Cum) Out put 2 Cumhour

Needle vibrator

Sundries

Add for nominal centering and shuttering @ 3% of cost of concrete

Contradots promand overhead @ 15%

Laying apron complete as per drawing and Technical Specification

a) Boulder

Unit - 1 Cum.

Material Stone

Through and bond stone size

7 no. x 0.24 x 0.24 x 0.39 m = 0.16 cum.

Labour Mason Mazdwr


4.5(A)

5A.13

5A.14

Quantity

0.33 0.45 0.52 0.22 0.11

0.10 1.63 0.27 0.04

0.50

0.50

1.00

7-00

0.45 1.50

Culverts


Section 1700 8 2200

Section 2500 (N)

Project: 116 Laning of TIU" - Analiapalli Section of NH-5 Doa~tnmt: WWXiRHiChay4 Itrln Rnrr tn~lvsis

Sheel 33 of 71 Date: Novenlbcr, ZOO

Revision: RO

4.5(A) Culverts

Rate (Rs.)

379.00

68.00

Say Rs

295.00 197.00

68.00

68.00

Say Rs

295.00 3286.00

197.00

68.00 68.00

Say Rs

Quantity

1.20

1.20

1.00 0.40

0.50

1.70

1.00 0.33 0.40

0.40 1.70

Cost (Rs.)

454.80

81 60

1.00 82.60 80.61

618.01 618.00 per cum.

295.00 78.80

34.00

115.60 523.40

2.62 526.01 7

78.90 604.92 605.00 per cum.

295.00 1084.38

78.80 1458.18

27.20 115.60 142.80

5.74 1606.72 241.01 -

1847.73 1848.00 per cum.

Unit

cum.

Each

LS .

cum. cum.

Each

Each

L.S.

Cum. Cum. Cum.

Each Each

L.S.

Description

Finter material underneath pitching in slopes complete as per drawing and Technical specification

Unit = 1 cum.

Material Graded stone aggregate of required size

Labour Mazdoor (For carrying material from stacks1 stockpiles spreading and compacting etc.

Sundries

Contractor's proft and overhead @ 15%

Rate per cum Pitching on slopes complete as per drawing and Technical Specification

a) Stone Unit -1 cum.

Material Stone at quarfy including carriage Quarry spall at site

Labour Masodstone packerlcutler Mazdoor (for laying stones, filling of quarry spalls)

Sundries at 0.5%

Contractor's protit and overhead @ 15%

Rate per cum Rubble flooring complete as per drawing and Technical Specihcation

a) Rubble stone laid in cement mortar 1 :3

Unit 1 cum.

Materials Stone at quarry Cement mortar (1:3) (As per sub analysis) Quarry spalls

Labour MasodStone cutterlStone packer Mazdoor

Sundries


Rate per cum

5A.15

5A.16

5A.17


Section 2500 (N)

Clause 2502 (N)

Clause 2502 (N) .

Prajrtl: 4 6 Ltming of Tuni - .b~akapalli Section of NH-I Dncument: 99011X/RH/Chapl Itera Rntr .&u1ls4s

Sheel 34 of 75 Date: Novunhcr, ZOO0

Revision: RO

4.5(A) Culverts

Roads & Highways

Rate (Rs.)

100.00

25.00 18.00

95.00 68.00

Say Rs

2288.00 164.30 300.00

68.00 95.00 68.00

Say Rs

Quantity

1.05

0.33 1.00

0.03 0.03

10 1

0.07

0.35 0.75 4.00

Cost IRs.)

105.00

8.25 18.00 20.00

151.25

3.14 2.24 5.38 1 .00

157.63

23.64 181.27 181.00 per cum.

22880.00 164.30 21 .OO

23065.30 2306.53

23.80 71.25

272.00 367.05

1.39 3861 .04

29601.3128 2960.13 2960.00 per Irn.

Unit

m

Each Each L.S.

Each Each

L.S.

m Bag of50k

cum

Each Each Each

Description

Providing weep holes in Plain Comretel Reinforced Concrete abutment, wing walllret~tn wall complete as per drawing and Technical Specification

Unit - 1 mebe

Material

Cost of 1 00 mm dia AC pipe including cartage Collar average M.S. clamp Cement mortar 1 :3

Labour Mason Il-Class Mazdoor

Sundries

Contractots prom and overhead @ 15% on cost

Laying RCC Pipes NP 4 For culverts including pointing ends, and fixing colhr with cement mortar

a) 900 mm dia

Unit=m (Taking output=lOm)

i) RCC pipe NP4 including w lh r at site ii) Cement iii) Sand

Add contractor's prolit @lo%

Labour Mate Mason Mazdwr

Sundries Add contractor's proffi @15%

Cost for 10 m

Rate per rn

5A.18

5A.19

5A.19.1.


Clause 2205 (N)

4.5(A) Culverts

Sheet 35 of 7 1 Date: November. ZOO0

Revieon: RO

Roads & Highrv(t?s

Projcd: 416 Lnning of Tuni - .Anali~plli Section of NH-1 Docement: 9'HNIWIRHIChayJ Itnn Rate .&~al?sis

Sheet 36 of 71 Dntc: Novmlba, 2000

Revision: RO

4.5(A) Culverts

Road.* & Highways

Pr~dra: 416 Laning of Turli - h a l i a p U i Section of MI-5 Sheet 37 of 71

Docwmnt: 990XWIRHIChsp4 Dntr: Novcn~hcr, LOO0 Itall Kntr .An"ly\is Revision: RO

4.5. (A) Bridges

Cost (Rs.)

408.00

ii) Mazdoor for refilling trenches in 250 mm layers. ramming and watering, etc.


Add 20% contractots proft on 'A'

ramming b watering etc. iii) Mazdoor for dressing sides, bottom, etc.

Add 20% contractor's profit on 'A'


Shoring and Shuttering

Add 2096 contractor's profit on 'A'

Sundries (1 % of labour cost) ConWactor Profit 8 Over head charges

Rate (Rs.)

68.00

Quantity

NIL

6.00

Unit

NIL

Each

Description


a) Ordinary Soil Unit = 10 cum.

Depth upto 3 m

Material

Labour

58.01

58.01 .I

58.01 1.1


Clause 304

Project: 416 Larating of rind - AnakayaUi Section of NH-5 Shed 38 of 71

1)ocunwnt: WOXSIRHlChay4 Date: November, ZOO0

Item Rate .Analysis Revision: RO

Cost (Rs.)

3372.30 1274.32

40.12 4686.74

46.87

710.04 5443.65

544.36 544.00 per cum

130.80

68.00 2.72

70.72 5.00

41.30 247.82 248.00 per cum

126.44

68.00 2.72

70.72 5.00

40.43 242.59 243.00 per cum

414.00

68.00 3.40

71.40 5.00

98.08 588.48 588.00 per cum

Rate (Rs.)

90.00 68.00 68.00

Say Rs

109.00

68.00 68.00

Say Rs

109.00

68.00 68.W

Say Rs

345.00

68.00 68.00

Say Rs

Quantity

37.47 18.74 0.59

1.20

1.00 0.04

1.18

1.00 0.04

1.20

1.00 0.05

Unit

Each Each Each

Cum

Each Each

L.S.

Cum

Each Each

L.S.

cu.m

Each Each

L.S.

Description

c) Hard Rock (blasting prohibited)

Unit 10 cum

Labour ChisellerlBreaker Mazdoor Black smith I1 nd class

Sundries (1 % of labour cost)

Contractor Profd 8 Over head charges

Rate per cum

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specitication Unit = 1 cu.m

a) Sandy material Material

Sand including carriage (assuming 20% voids)


Sundries

Contradots profit and overhead @ 20% i.e.. Rate per cum

b) Gravel material

Material Gravel Material


Sundries

Contradots profit and overhead @ 20% i.e.. Rate per cum

Finer medium behind abutment. wing wall and return wall complete as per drawing and technical specification Unit 1 cu.m.

Material Filter medium like stone aggregate of required sue Including carriage of filter medium.


Sundries

Contradots profit and ovehead @ 20% i.e.. Rate per cum

11.2 mm(1096) = 0.10 ' rate of 11.2mm aggregate 5.6 mm(lO%) =010 ' rate of 5.6 mm aggregate 2.8 mm(80%)=0.80 ' rate of sand Total = 345.00

4.5. (A)

58.01.3

58.02

5B.02 1

50.022

58.03

--

Bridges


Clause 305

Clause 305. 2504

h,jm: 116 Lsning of Tud - Anakaplli Section af NH-5 h n l m t : 990WHIRHlChay4 barn Rare .4nalyws

Shed 39 of 75 Dare: N o v m h r , 2000

Rrvlsim: RO

4.5. (A) Bridges

Cost (Rs.)

864.00 603.36

1467.36

86.10 108.80 13.60

208.50 251.38

1927.24 1927.00 per cum

1691.67 321.00

2012.67

40.80 20.40

440.00 2513.87 2W4.00 per cum

258.9 754.20

1012.70

210.00 132.60

6.12 348.72 204.21

1565.83 1566.00 per cum

11616.01 1410.00 51 70.90

18196.91

10500 1156.00 183.60 68.00

1512.60 60.00

Rate (Rs.)

1.80 2514.00

105.00 68.00 68.00

Say Rs

331 7.00 3M)W

68.00 68.00

440.00

Say Rs

235 2514.00

105.00 68.00 68.00

Say Rs

3286.00 300.00 581 .OO

105.00 68.00 68.00 68.00

Quantity

480.00 0.24

0.82 1.60 0.20

0.51 1.07

0.m 0.30

1.00

1.10 0.30

2.00 1.95 0.09

3.54 4.70 8.90

1.00 17.00 2.70 1.00

Unit

1000 no cum

Each Each Each

Tonne cum

Each Each

Hour

cum cum

Each Each Each

Tonn Cum. Cum.

Each Each Each Each

L.S.

Description

Brick masonry work in cement mortar 1 :3 in foundationkub structure complete as per drawing and Technical Specifications Unit 1 cum Material

Bricks I-class Cement Mortar 1 :3


Contractofs profit and overhead @ 15% i.e..

Sub-analysis Cement mortar 1:s (1 cement : 3 Coarse sand) Details of cost for 1 cum

a) Materials Cement (0.357 cum) i/c carriage Coarse sand

b) Labour For measuring, carrying depositing and mixing by mechanical mixer.

Mazdwr Bhisti

c) Hire and running charges of mechanical mixer

Stone masonry work in cement mortar 1 :3 in foundation/sub structure complete as per drawing and Technical Specifications u n r 1 cum Coursed Rubble Masonary (first sort) Material Stone Cement Mortar 1 :3

Labour Mason Mazdwr Bhisti

Contractots profit and overhead @ 15%

Cement Concrete for Plain Concrete! Reinforced Concrete in open foundation complete as per drawing and Technical Specifications

a) P.C.C.M-10 grade Unit = 10 cum

i) Material Cement Sand

20 mm aggregate

ii) Labour Mason Mazdoor Bhisti Mate

Sundries

SI.Nr

56.04

58.04.1

56.05

58.06

56.061


Section 1300

Section 1400

Section 150081 700

Prujra: U6 Lnnillg ofTuni - . h a b p U i Section of NH-I Dwt~~nesl: 99OXXlRHlChayJ Itml Kate A~isly is

Sheet 40 of 7 5 Date: November, 2000

Revision: RO

4.5. (A) Bridges

Unit

Hour Hour


Each Each Each Each

L.S.

Hour Hour

Tonne Cum. Cum. Cum.

Each Each Each Each

L.S.

Hour Hour

Tonne Cum. Cum. Cum.

Description

iii) Machinery Hire charges for concrete mixer Hire charges for needle vibrator

Contractol's prorit & overhead charges @ 35% Rate for 10 cum. Rate per cum

b) P.C.C M 15 grade Unit = 1 cum Material

Cement including carriage Coarse Sand 40 mm aggregate 20 mm aggregate 10 mm aggregate

Labour Mason Mazdwr Bhisti Mate

Sundries Machinery


For Formwork add 5% of cost of concrete (material & labour)

Contractots pro13 8 overhead charges @ 35% Rate per cum.

C) R.C.C M 20 grade Unit = 1 cum

Material Cement including carriage Coarse Sand 20 mm aggregate 10 mm aggregate

Labour Mason Mazdoor Bhisti Male

Sundries Machinery


For Formwork add 5% of cost of concrete (material & labour) Contractor's profit & overhead charges @ 35% Rate per cum.

d) R.C.C M 25 grade Unit = I cum

Material Cement including carriage Coarse Sand 20 mm aggregate 10 mm aggregate

58.06 2

58.06.2 contd.

58.0153

5806.4

Ref. To MOST ' Specification

Quantity

0.50 0.50

0.33 0.45 0.52 0.22 0.11

0.10 1.63 0.27 0.08

0.50 0.50

0.40 0.425 0.57 0.28

0.18 1.73 0.47 0.08

0.50 0.50

0.41 0.45 0.63 0.27

Rate (Rs.)

500.00 97.00

Say Rs

3286.00 300.00 379.00 581 .W 41 7.00

105.00 68.00 68.00 68.00

500.00 97.00

Say Rs

3286.00 300.00 581 00 417.00

1 D5.00 68.00 68.00 68.00

500.00 97.00

Say Rs

3286.00 300.00 581 .OO 41 7.00

Cost (Rs.)

250.00 48.50

298.50 7023.8035 27091.81 2709.18 2709.00 per cum

1084.38 135.00 197.08 127.82 45.87

1590.15

10.50 110.84 18.36 5.44

145.14 5.00

250.00 48.50

298.50

87.01 2125.80 744.03

2869.84 2870.00 per cum

1314.40 127.50 331.1 7 11 6.76

1889.83

18.90 117.64 31.96 5.44

173.94 5.00

250.00 48.50

298.50

103.44 864.75

3335.46 3335.00 per cum

1347.26 135.00 366.03 112.59

1960.88

Hmds Q Highwnyr

PI-ojed: 416 Lnning of Tuni - hlalinpnlli Section of NH-I Sheet 41 of 75

Document: 9MXXlRHlChap4 Date: Noven~ha, ZOO0

I tan Rstc Annlgsis Revision: RO

Cost (Rs.)

18.90 11 7.64 31.96 5.44

173.94 5.00

250.00 48.50

298.50

106.99 21 .40

898.35 3465.08 3465.00 per cum

1393.14 109.50 144.78 176.62 124.68

1946.73

18.90 117.64 31.96 5.44

173.94 3.00

87.50 243.33 48.50

379.33

106.28 21.28

921.39 3553.93 3554.00 per cum

1575.58 120.00 493.85

2189.43

31 .SO 170.00 40.80 6.80

249.10 3.00

87.50 243.33 48.50

379.33

122 08 24.42

1038.57 4005.92 4006.00 per cum

Rate (Rs.)

105.00 68.00 68.00 68.00

500.00 97.00

Say Rs

3317.00 300.00 379.00 581 .OO 417.00

105.00 68.00 68.00 68.00

1750.00 730.00 97.00

Say Rs

331 7.00 300.00 581 0 0

105.00 68.00 68.00 68.00

1750.00 730.00 97.00

Say Rs

Unit

Each Each Each Each

L.S.

Hour Hour


Each Each Each Each

L.S.

Hour Hour Hour

Tonne Cum. Cum.

Each Each Each Each

L.S.

Hour Hour Hour

Description


Sundries Machinery


For Formwork add 5% of cost of concrete (material & labour) Extra For Controlled Concrete @ 1% Contractots profit & overhead charges @ 35% Rate per cum.

e) R.C.C M 30 grade Unit = 1 cum Material

Cement including carriage Coarse Sand 40 rnm aggregate 20 mm aggregate 10 mm aggregate


Sundries Machinery (Hire & Running charges for)

Batching Plant (30 cum1Hr) Transit M i (4 cum.Hr) Needle vibrator

For Formwork add 5% of cost of concrete (material & labour) Extra For Controlled Concrete @ 1% ConWactots prom & overhead charges @ 35% Rate per cum.

f) R.C.C M 35 grade Material

Cement including Coarse Sand carriage 20 mm aggregate


Sundries Machinery (Hire & Running charges for)

Batching Plant (30 cum/Hr) Transit Mixer (4 cum.Hr) Needle vibrator

For Formwork add 5% of cost of concrete (material & labour) Extra For Controlled Concrete @ 1% Contractor's profit & overhead charges @ 35% Rate per cum.

4.5. (A)

58.064 contd.

5B.06.5

58.06.6

-

Quantity

0.18 1.73 0.47 0.08

0.50 0.50

0.42 0.365 0.382 0.304 0.299

0.18 1.73 0.47 0.08

0.05 0.33 0.50

0.475 0.40 0.85

0.30 2.50 0.60 0.10

0.05 0.33 0.50

Bridges


Projcrt: 416 Laning of Tumi - .haL-apnUi Section of NH-5 I>nuun~cnt: 99(UIXIRHICliap4 l t c n ~ Rntr Annlpis

Shed 42 of 71 Date: Novanher, ZOO0

Revision: RO

4.5. (A) Bridges

Cost (Rs.)

377.97 2063.77 854.61 3296.34 3296.00 per cum

392.18 2134.82 19.61 891.31 3437.92 3438.00 per cum

487.1 8 2122.67 19.49 920.27 3549.60

3550.00 ,,..)?e!.C!m

238.52 1735.29 690.83 2664.65 2665.00 per cum

283.47 2063.77 821.54 3168.78 3169.00 per cum

294.13 2134.82 19.61 857.00 3305.56 3306.00 per cum

389.75 2122.67 19.49 886.16 3418.06 341 8.00 per cum

Rate (Rs.)

Say Rs

Say Rs

Say Rs

Say Rs

Say Rs

Say Rs

Say Rs

Unit Description

WELL FOUNDA TlONS Cement concrete for PlainReinforced as per drawing 8 Technical Specification Unit = lcum

a) Well Curb

i) R.C.C. M 20 grade add 15-20% of cost of concrete (material 8 labour) Contractor's profit 8 overhead charges @ 35% Rate per cum.

ii) R.C.C. M 25 grade add 15-20% of cost of concrete (material 8 labour) Extra For Controlled Concrete Q 1 % Contradots proffi 8 overhead charges Q 35% Rate per cum.

ii) R.C.C. M 30 grade add 20-25% of cost of concrete (material 8 labour) Extra For Controlled Concrete Q 1% Contractor's profit 8 overhead charges Q 35% Rate per cum.

b) Well Steining i) P.C.C. M 15 grade

add 1 0 1 5% of cost of concrete (material 8 labour) Conbactor's profit 8 overhead charges Q 35% Rate per cum.

ii) R.C.C. M 20 grade add 1015% of cost of concrete (material 8 labour) Contractoh profit 8 overhead charges Q 35% Rate per cum.

iii) R.C.C. M 25 grade add 10-1 5% of cost of concrete (material 8 labour) Extra For Controlled Concrete Q 1 % Contractor's profit 8 overhead charges Q 35% Rate per cum.

iii) R.C.C. M 30 grade add 15-20% of cost of concrete (material 8 labour) Extra For Controlled Concrete @ 1% Contractor's proffi 8 overhead charges @ 35% Rate per cum.

58.07

58.07.1

58.07.1 .I

58071.2

58 07.1.3

58.07.2 58.07.2 1

58.07.2.2

58.07.2.3

58.07.2.3

Quantity Ref. To MOST Specification

Section 1200. 1500 81700

Prc~jcd: 416 Lalling of Tunl - .4naliapdi Section of NkI-5 Uc~tunn~r: ~ H I R H I C h a p 4 ltrnl Rate .AZIRIYCIS

She& 43 of75 Dntc: Yovrmba, LOO0

Revision: RO

4.5. (A) Bridges

58.07.3 58.07 3 1

58.07.4

58.07.5

58.07.5.1

58.08

58.08.1 58.08 1 .l


Section 1200(N)

Description

c) Boltom Plug i) M 20 grade in Plain Cement Concrete

Unit = 1 cum Material

Cement with addion of 10 % Coarse Sand 40 mm aggregate 20 mm aggregate 10 mm aggregate

Labour Mason Mazdoor Bhisti Diver Mate

Sundries

Machinery (Hire 6 Running charges for) Concrete Mixer

For Formwork add 5% of cost of concrete (material 6 labour)

Exba For Controlled Concrete @ 1%

Conbactol's proffl 6 overhead charges @ 35% Rate per cum.

d) Topllntermediate Plug

P.C.C. M 25 (exclude form work) Add for 5% extra for providing extra proteti~e works 6 dewatering Contrador's profit 8 overhead charges @ 35% Rate per cum.

e) Well Cap

i) R.C.C. M 30 Grade

Rate per cum

Sinking of Well through all types of Soil 6 Rock (Other than Pneumatic method of sinking) complete as per drawing 6 Specifications

Unit per running metre

Details of cost for 6 m external dia. of well

a) Sandy Soil i) Depth from 0-3 m

Assuming sinking @ O.2Omlhr. and crane working four hrslday in 8 hrs. working.

Rate of Sinking = 0.8 mlday Labour Mazdoor Machinery: (Hire& Running charges of) Crane Compresser (6cumlminute capacity)

Grab Charges Miscellaneous tools 8 plants 8 Sundries

Contractor's proft 8 overhead charges @ 20% Rate per metre

Unit


Each Each Each Each Each

L.S.

Hour

Each

Hrs Hrs

L.S. L.S.

Quantity

0.418 0.45 0.57 0.22 0.11

0.10 2.67 0.27 0.10 0.08

0.50

5.00

6.00 1 .SO

Rate (Rs.)

3286.00 300.00 379.00 581 .00 41 7.00

105.00 68.00 68.00

121.00 68.00

500.00

Say Rs

Say Rs

Say Rs

68.00

3100.00 325.00

Say Rs

Cost (Rs.)

1373.55 135.00 216.03 127.82 45.87

1898.27

10.50 181 56 18.36 50.00 5.44

265.86 3.00

268.86

250.00

120.86 2537.98

25.38 2563.36 897.18

3460.54 3461.00 per cum

2438.32 121.92

896.08 3456.32 3456.00 per cum

3418.06 3418.00 per cum

340.00

1860000 487.50

200.00 10000

3945.50 21792.60 21793.00 perm

I'~.ojra: 416 Laning of Tuni - .hlalinp"Ui Sstiwl of NH-5 D o n t ~ n r ~ ~ t : ~ H l R H I C h a y 4 Item Rate bwlyds

Sheet 44 of 75 Uatr: Novuuhrr, LOO0

Revision: RO

4.5. (A) Bridges

Quantity

9.00

12.00 3.00

56.08.1.2

56.08.1.3

56.08.1.4

58.08.2

58.08.2.1

Description

ii) Depth from 3-10 m: Add the following to the rate of sinking up to 3m depth

a) Kentledge (supports, loading arrangement etc.) b) 4 Sb for every additional metre depth of

sinking over the rate of sinking of the previous metre.

iii) Depth from 10-20 m

6% for every additional metre depth of sinking over the rate of sinking of the previous metre.

iv) Depth from 20-30 m

7.5% for every addiional metre depth of sinking over the a te of sinking of the previous metre.

Add for dewatering, if required b) Clayey Soil

i) Depth from 0-3 m Assuming sinking @ 0.lOmhr. and crane working four hrsJday in 8 hrs. working.

Rate of Sinking = 0.4 miday

Labour Mazdoor including sinkers

Machinery: (Hire& Running charges 00 Crane Cornpresser (6cumlminute capacity)

Grab Charges Chisel Kentledge Miscellaneous tools & plank 8 Sundries Dewatering charges, if required

Contractots profd 6 overhead charges @ 20% Rate per metre


Rate (Rs.)

68.00

3100.00 325.00

Say Rs

Unit

m

m

m

Each

Hrs H n

L.S. L.S. L.S. L.S. L.S.

Cost (Rs.)

872

1308

1634

612.00

37200.00 975.00

400.00 600.00

10W.00 200.00 500.00

8297.40 46052.28 46052.00 perm

Sheet 45 of75 Dstc: Novenlbcr. ZOO0

Revision: RO

Cost (Rs.)

1842

2763

3454

130.80

17.00 2.72

150.52 1.00

30.30 181.82 182.00 per cum

78597.72

3OOC.00

15269.40 96867.12

Rate (Rs.)

109.00

68.00 66.00

Say Rs

4006.00

1500.00

16966.00

Unit

m

m

m

Cum

Each Each

L.S.

cum

Tonne

Tonne

Description

ii) Depth from 3-10 m: Add the following to the rate of sinking up to 3m depth

a) Kentledge (supports, loading arrangement etc.)

b) 4 % for every additional metre depth of sinking over the rate of sinking of the previous metre.

iii) Depth from 10-20 m

6% for every additional metre depth of sinking over the rate of sinking of the previous metre.

iv) Depth from 20-30 m

7.556 for every addiional metre depth of sinking over the rate of sinking of the previous metre.

Add for dewatering, if required Sand Filling in Wells complete as per drawing & Technical Specifications

Unit = 1 cum Material

Sand i/c carriage (assuming 20% voids)


Sundries Contractor's profit and overhead @ 20% i.e.. Rate per cum

Bored cast-in-situ R.C.C. vettical Piles with M-35 Concrete including cost of Reinforcement 1000 mm dia pile Unit per running metre Details of cost for 25 m deep piles Materials :

i) Concrete : M-35 (Rate as per sub analysis)

ii) Bentonite @ 10% of concrete volume

iii) HYSD ban for reinforcement

4.5. (A)

58.08.2.2

58.08 2.3

58.08.2.4

58.09

58.10

Quantity

1.20

0.25 0.04

19.62

2.00

0.90

Bridges


Section 1207(N)

Section 1100.1600.

1700

Sheer M of 7' Dare: Novm~ l~u . 2000

Revision: KO

4.5. (A) Bridges

Rate (Rs.)

500.00

17.00

95.00

68.00 95.00 95.00 M.00

Total

Say Rs

Say Rs

3317.00 300.00 581 .OO

105.00 m.00 68.00 68.00

1750.00 730.00 97.00

Say Rs

58.10 contd.

56.10.1

58.10.2

58.10.3

Cost (Rs.)

40000.00

6800.00

950.00

- 47750.00

680.00 950.00 950.00 2720.00 5300.00

149917.12

2998.34 152915.46] 'A'

53520.41

206435.87

8257.43 8257.00 per Im

11 103.00 11103.00 perlm -

1575.58 120.00 493.85 2189.43

31 .50 170.00 40.80 6.80

249.10

87.50 243.33 48.50 379.33 281 7.86 28.18

2846.04 2846.00 per cum 1 I

Description

Machinery : Hire and running charges of piling rig, bentonite pumpDiesel, tremie pipe, mixer, tripod and accessories ilc repair and renewal, muck removal. mobilisation, shirting pile rigs

Diesel @ 5 litreslhour

Oil @ 0.125 litreslhour

Labour

Work supewisor Operator Mechanic Unskilled labour

Sundries i.e. coffer dam, extra quantity of water, repair requirement etc. @ 2% of total cost

Add contractots profit and overhead @ 35% on item 'A' Cost for 25 m

Cost per running metre for 1000 mm dia pile = Cost for 25m/25

Cost per running metre for 1200 mm dia pile

Sub analysis Reinforced concrete M-35 excluding the cost of reinforcement

Unit = cum i) Material

Cement including Coarse Sand carriage 20 mm down coarse aggregate

ii) Labour Mason Unskilled labour Bhisthi Mate

iii) Machinery Hire charges for concrete batching plant H~re charges for transit mixer Hire charges for needle vibrator

Sub-Total Extra for contolled concrete Q1% of total cost


Unit

Hour

litre

litre

Each Each Each Each

Tonne Cum. Cum. 0.00

Each Each Each Each

Hour Hour Hour

Quantity

80.00

400.00

10.00

10.00 10.00 10.00 40.00

0.475 0.40 0.85

0.30 2.50 0.60 0.10

0.05 0.33 0.50

Project: U 6 Llrning of Tuni - .&>ultapdIi Section of NH-5 noccto~att: '990HHlRHlCl1ayJ I t c r ~ Rntr A ~ n ~ l ? ~ i s

Sheet 47 of 75 Date: November, 2000

Revision: RO

4.5. (A) Bridges

Cost (Rs.)

4006.00

136.00 4142.00

27.20 1017.96 9193.16 3217.61

12410.77 12411.00

1575.58 120.00 493.85

' 2189.43

28.50 170.00 40.80 6.80

246.10

87.50 243.33 48.50

379.33

28.15

112.59 2955.60 1034.46 3990.06 3990.00

17814.30 140.00 100.00

18054.30

525.00 475.00 680.00

1680.00

2960.15 22694.45 22694.00 per tonne

Rate (Rs.)

68.00

16966.00

Say Rs

3317.00 300.00 581 .OO

95.00 68.00 68.00 68.00

1750.00 730.00 97.00

Say Rs

16966.00 28.00

105.00 95.00 68.00

Say Rs

Quantity

2.00

0.06

0.475 0.40 0.85

0.30 2.50 0.60 0.10

0.05 0.33 0.50

1.05 5.00

5.00 5.00 10.00

Unit

cum

Each

Tonne

Tonne Cum. Cum.

Each Each Each Each

Hour Hour Hour

total cost

Description

Reinforced concrete M-35 in Pile Caps including the cost of reinforcement in river water portion

Rate for RCC M-35 as per sub analysis

i) Add extra labour for breaking pile head, bending bars, cleaning etc. Unskilled labour

ii) extra for dewatering etc. (20% on labour) iii) HYSD bar for reinforcement

Contractofs profit @ 35%

Reinforced concrete M-35

Unit = cum

i) Material Cement including Coarse Sand carriage 20 mm down coarse aggregate

ii) Labour Mason Unskilled labour Bhisthi Mate

iii) Machinery Hire charges for concrete batching plant Hire charges for trans# mixer Hire charges for needle vibrator

Extra for contolled concrete 0 1 % of total cost

Add for formwork @ 4% of cost of concrete

Contractots profit 8 overhead charges@ 35% on

HYSD bar reinforcement in foundationlSub Structure complete as per drawing and Technical

q

Specification Unit = I Tonne

Material : HYSD bars including 5% Wastage Binding wire Cover blocks

Labour : For cuning, binding. tying and placing in position

Head Blacksmith Ordinaly Blacksmith Mazdoor

Add contractor's profit and overhead @ 15%

58.1 1

56.1 1

58.11 1

58.12

Tonne Kg. L.S.

Each Each Each

Ref. To MOST ~pecification

Section 1100(N) 1600(N) 1700(N)

Section 1600(N)

Pmjca: -116 Lming of Ttmi - .bakapUi Sectiwl of NH-5 Dnuumcnt: Y90WWIRHIChapJ l r r l ~ l Rstc :b~nly\ls

Shca JW of 7 1 Dnlr: Novunhcr. 2000

Revision: RO

Cost (Rs.)

17814.30 140.00 10.00

17964.30

525.00 475.00 340.00

1340.00

2895.65 19304.30 19304.00 per tonne

1084.38 135.00 197.08 127.82 45.87

1590.15

10.50 110.84

18.36 5.44

145.14 3.00

250.00 48.50

298.50

260.74

17.38

810.22 3125.14

3125.00 per cum

Quantity

1.05 5.00

5.00 5.00 5.00

0.33 0.45 0.52 0.22 0.11

0.10 1.63 0.27 0.08

0.50 0.50

Unit

Tonne Kg. L.S.

Each Each Each


Each Each Each Each

L.S.

Hour Hour

Rate (Rs.)

16966.00 28.00

105.00 95.00 68.00

Say Rs

3286.00 300.00 379.00 581.00 417.00

105.00 68.00 68.00 68.00

500.00 97.00

Say Rs

Description

Mild Steel reinforcement in foundatioh/Sub Structure complete as per drawing and Technical Specification Unit = 1 Tonne

Material : Mild Steel bars including 5% wastage Binding wire Cover blocks

Labour : For cutting, binding, tying and placing in position

Head Blacksmii Ordinary Blacksmith Mazdoor

Add contractor's profit and overhead @ 15%

Cement Concrete for plain cocretelreinforced concrete for Sub Sbucture complete as per drawing &Technical Specification

a) M15Grade Unit = cum

Material

Cement including Coarse Sand caniage 40 mm aggregate 20 mm aggregate 10 mm aggregate

Labour


Sundries

Machinery


For Formwork add 15% of cost of concrete (material & labour)

Extra For Controlled Concrete @ 1 %

Contradoh profit & overhead charges Q 35% Rate per cum.

4.5. (A)

58.13

58.14

56.14.1

Bridges


Section 1600(N)

Section 150081700

I'rojcrt: 4 6 Lnnblg of Tuni - .hnkapdli Section af NH-I 1)tnunent: 9YOXXIRHIChap4 Ircnl Rate .blal?\is

Sheet 49 of 75 Date: Novmlher, ZOO0

Revision: RO

4.5. (A) Bridges

Rate (Rs.)

3286.00 300.00 581 .OO 41 7.00

105.00 68.00 68.00 68.00

500.00 97.00

Say Rs

3286.00 300.00 581 .OO 417.00

105.00 68.00 68.00 68.00

500.00 97.00

Say Rs

Quantity

0.41 0.45 0.63 0.27

0.18 1.73 0.47 0.08

0.50 0.50

0.45 0.43 0.58 0.28

0.18 1.73 0.47 0.08

0.50 0.50

Cost (Rs.)

1347.26 135.00 366.03 112.59

1960.88

18.90 117.64 31.96

5.44 173.94

250.00 48.50

298.50 1 .OO

24.34

320.22

972.61

3751 .SO 3751.00 per cum

1478.70 129.00 336.98 116.76

2061.44 - 18.90

11 7.64 31.96 5.44

173.94

250.00 48.50

298.50 10.19

54.36

335.31

1087.69 4021.42 4021 .OO per cum

Unit

Tonne cum cum cum

Each Each Each Each

Hour Hour

L.S.

Tonne cu.m cu.m cum

Each Each Each Each

Hour Hour

L.S.

Description

b) R.C.C M 25 grade for Sub Structure

Unit 1 cum.

i) Materials: Cement Coarse sand 20 mm aggregate 10 mm aggregate

ii) Labour


iii) Machinery: Hire charges of Concrete mixer Hire charges of Needle vibrator

Sundries

Extra for controlled concrete @ 1 % of total cost

For formwork add 15% of cost of concrete (material 8 labour)

Contractor's prom 8 overhead charges @ 35% on

Rate per cum.

c) Reinforced Cement Concrete in M30 grade in sub-structure

Unit = 1 Cum..

Material Cement with addition of 10% Coarse sand i/c carr 20 mm aggregate 10 mm aggregate



Sundries

Above 5 m height add for extra labour for working at height @? 2% of total cost

Add for formwork 15% of cost of concrete (meterials & labour)

Contractol's profit and overhead @ 35%

Rate per cum

56.14.2

56.14.3


4.5. (A) Bridges


Description

I I

5B 14.4 d) Reinforced Cement Concrete in M35 grade in sub-structure

I unit= 1 cum,.

Material Cement with addit~on of 10% Coarse sand 20 mm down coarse aggregate



Sundries

Above 5 m height add for extra labour for working at height @ 2% of total cost


Add for formwork 15% of cost of concrete (materials & labour)


Rate per cum

Cement concrete for Reinforced concrete in Super Structure complete as per drawing and Technical Specification

a) M 25 grade

Unit I cum.

i) Materials:

Cement Coarse sand including 20 mm aggregate carriage 10 rnm aggregate

ii) Labour


- Unit

Tonne cu.m cu.m

Each Each Each Each

Hour Hour

L.S.

-.

Tonne cum cum cum

Each Each

Quantity

0.475 0.40 0.85

0.30 2.50 0.60 0.10

Rate (Rs.) Cost (Rs.)

Say Rs

1'1.ojcct: 416 I.nning of Tuni - AnaliapUi Section of NH-5 I)or.un~ent: 990HHlRHlChay4 l trnl Rate .Analysis

Sheet 51 of 75 Date: Novenlher. 2000

Revision: RO

4.5. (A) Bridges

Udndrd Prrgrcf Repoii ( ' I \ I?. 107i> YIIXX u,l,) J 5 4 S l r

Cost (Rs.)

250.00 48.50

298.50 1 .OO

2434.32

106.74 2541 .ffi

25.41

Rate (Rs.)

500.00 97.00

Unit

Hour Hour

L.S.

Description

iii) Machinery:


Sundries



58.15 1 contd

Quantity

0.50 0.50

58.15.1.1

58.15.1.2

58.15.1.3

58.152


486.86 3053.34 1068.67 4122.00

Tonne cum cum cum

Each Each Each Each

Hour Hour

L.S.

Formwork for solid slab supenbudure, add 20% of cost of concrete

ContracWs profit 8 overheads @ 35 %

a) For Solid Slab Super Structure cost is

Formwork for T-Beam &Slab .add 30% of cost of concrete


b) For T-Beam 8 SLAB cost is

Formwork for Box Girder 8 Balanced Cantiliver. add 45% of cost of concrete


c) For Box Girder 8 Balanced Cantiliver cod is

b) M 30grade

Unit 1 cum.

i) Materials:

Cement Coarse sand including 20 mm aggregate carriage 10 mm aggregate

ii) Labour

Mason Mardoor Bhisti Mate

iii) Machinery:


Sundries

Add extra labour for working at height @ 5 %of cost of labour 8 materials

Say Rs

0.450 0.430 0.580 0.280

0.180 1.730 0.470 0.080

0.50 0.50

4122.00 per cum I= Say Rs

Say Rs

3286.00 300.00 581 0 0 417.00

105.00 68.00 68.00 68.00

500.00 97.00

762.32 3328.79

I 1165.08 4493.87 4494.00 per cum

1143.48 3709.95 1298.48 5008.43 5008.00 per cum

1478.70 129.00 336.98 116.76

2061.44

18.90 11 7.64 31 96 5.44

173.94

250.00 48.50

298.50 1.00

2534.88

111.77 2646.65

Projrut: 416 Laning of Tuni - k t a l i a p d i Section of MI-5 Doomment: 9908XiRHiCl1sp4 Iten) Rate .hal?sis

Shta 52 of 75 Date: Novunhcr, ZOO0

Revimon: RO

Rate (Rs.)

Say Rs

Say Rs

Say Rs

331 7.00 300.00 581 .OO

105.00 68.00 68.00 68.00

1750.00

730.00

97.00

Say Rs

Quantity

0.475 0.40 0.85

0.30 2.50 0.60 0.10

0.05

0.33

0.50

Cost (Rs.)

26.47

506.98 3180.09

1113.03 4293.1 2 4293.00 per cum

760.46 3433.58 1201.75 4635.33 4635.00 per cum

11 40.70 3813.81 1031.22 4845.03 4845.00 per cum

1575.58 120.00 493.85

2189.43

31 .50 170.00 40.80

6.80 249.10

87.50

243.33

48.50 379.33

1.00 2818.88

121.93 2940.78

294.08

487.71 3722.57

1302.90 5025.47 5025.00 per cum

Unit

Tonne cum cum

Each Each Each Each

Hour

Hour

Hour

L.S.

Description


For forrnwork for solid slab superstructure, add 20% of cost of concrete



Forrnwork for T-Beam &Slab . add 30% of cost of concrete

Contractor's profit 8 overheads g 35 %


Formwork for Box Girder 8 Balanced Cantiliver. add 45% of cost of concrete

Contractoh prom 8 overheads @ 35 %

c) For Box Girder 8 Balanced Cantiliver cost is

c) M 35grade

Unit 1 cum.

i) Materials:

Cement Coarse sand including 20 mm aggregate carriage

ii) Labour


iii) Machinery: Hire 8 running charges for :

a) Batching plant (30 Cum.hr.capacity 213rd efficiency

b) Transit Mixer (4 Curnfhr. capacity at 314th efficiency

c) Needle vibrator 8 surface vibrator

Sundries


Extra for controlled concrete @ 1% oftotal cost

For formwork for solid slab superstructure, add 20% of cost of concrete



4.5. (A)

5515.2 contd.

58.15.21

58.15.2.2

58.15.2.3

58.15.3

5B.15.3.1

Bridges


Projcd: 416 Laning of Tuni - Anakaplli Section of NH-5 Don~nltnt: 990WWIRHIChap-4 Itom Rate .Analgsis

4.5. (A) Bridges

I II.Nr I Ref. To MOST Specification I Description

I I I Contractor's profit 8 overheads @ 35 %

56.15.3 contd.

15815.3.21 I b) For T-Beam d SLAB cost is

Formwork for T-Beam 8 Slab . add 30% of cost of concrete

I I I Formwork for Box Girder 8 Balanced Cantiliver. add 45% of cost of concrete


For Box Girder (L Balanced Cantiliver cost k

Cement concrete for prestressed concrete in superstructure complete as per drawing and Tech. SpeciflcaSon

M 40 grade

Unit 1 Cum.

Material : Cement Coarse sand Coarse aggregate (20rnm and down grade) Admixture

) Labour: Mason Mazdoor Bhisti Mate

iii) Machinery : Hire 8 running charges for :

a) Batching plant (30 CumJhr.capacity Zi3rd efficiency

I I I b) Transit Mixer (4 Cum.lhr, capacity at 314th efficiency

I c) Needle vibrator 8 sulface vibrator

I For formwork add 55 % on cost of concrete (Labour 8 material)

I Extra for controlled concrete @ 1 % of total cost

Contractor's profit and overhead @ 35% on

Rate per cum

Sheet -53 of 75 Date: Novcn~bcr. 2000

Revision: RO

Unit Rate (Rs.) Quantity Cost (Rs.)

I'l-atirrl: 416 I ~ ~ o n l n ~ cnr'I'u~tI - A~~#ok#tl~tolli Swt1011 of NII-5 l l ~ ~ c ~ ~ ~ ~ t c ~ ~ t : 9MlHH/Kll/('lt~op-4 llet,, n8,le .hl,*llyd~

Cost (Rs.)

1781430 280 00 10000

18194.30

525 00 475.00 680.00

1680.00

2981.15 22855.45 22855.00 per tonne

17421.25

1848.00

4400.00

410.75

150.00 24230.00

95.00 272.00 136 00 27.20 19.00 34.00

1900 26 25 68.00

696.45

Rate (Rs.)

16966.00 28.00

105.00 95.00 68.00

Say Rs

45250.00

44.00

2200.00

3286.00

95.00 68.00 68.00 68 00 95.00 68.00

95.00 105 00 68.00

Unit

Tonne Kg. L.S.

Each Each Each

Tonne

m

nos.

Tonne

L.S.

Each Each Each Each Each Each

Each Each Each

Description

HYSD bar reinforcement in Super Stru~ture complete as per drawing and Technical Specification Unit = 1 Tonne

Material : HYSD bars including 5% wastage Binding wire Cover blocks

Labour : For cutling, binding, tying and placing in position

Head Blacksmith Olrdinary Blacksmith Mazdoor

Add contractofs profit and overhead @ 15%

High tensil steel wireslstrands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications

Unit 1 Tonne

Details of co,stfor 12T13 strand 40m long cable (weighl=0.377 tonnes)

Material : i) H.T. Strand

40m @ 9.42 kglm = 376.8 kg wastage @ 2% = 7.6 kg = 384.4 kg

Say. 385 kg

ii) Sheathing d u d ID 66mm inclusive of carriage with 5% e m length 40xI.O5=42m

iii) Anchorage sets including carriage

iv) Cement for grouting including 3% wastage 3x1.03x40=123.3 kg say. 125 kg

'J) Spacers, Insulation tape, labour and Miscellaneous items

Labour : For Making & Fixing cables, anchorages CablemanlBlacksmith Mazdoor For prestressing Supervisor Operator Mazdoor For Grouting Operator Mason Mazdoor

4.5. (A)

58 17

58.18

Quantity

1.05 10.00

5.00 5.00 10.00

0.385

42.00

2.00

0.125

1.00 4.00 2.00 0.40 0.20 0.50

0.20 0.25 1.00

Brldges


Section 1600(N)

Section 1800(N)

4.5. (A) Bridges

SI.Nr

58 18 contd

58.19

Unit

Hour Hour L.S.

Tonne

Tonne

Cum.

Cum. sqm

Each

Each

Hrs. Hrs. Hrs. Hrs. Hrs Hrs Hrs.


Clause 22018512

Quantity

1.50 1.50

17.16

24.68

108.00

31.85 2200.00

1.00

14.00

10.00 10.00 24.00 6.00 10.00 6.00 6.00

Description

Machinery Jack for prestressing Grouting pump Sundrles ~nclud~ng electric charges

Contractor's profit and ovrehead @ 35%

Cost of 0.377 Tonnes

Rate per Tonne = Cost of 0.377 tonne10.377

Rate per Tonne

Asphaltic concrete wearing coat of 50 mm compacted thickness complete including tack coat as per drawing and Technical Specification

Unit 1 Cum.

Details of cost for 110 Cum of Asphaltic Concrete

Material Taking density as 2.4 tonnelcum. the weight of mix=lIOx2.4=264 tonnes

Bitumen @ 6.556 by weight of mix =(264x6.5)1100

ilc carriage Filler. say. cement @ 10% by weight (264-17.16)xO.l

Coarse aggregates=(26.4-17.16)x0.711.6

(Density of coarse aggregate 1.6TIcum.

Fine aggregates (264-17.16)x0.211.55 Tack-coat

(Density 1.55TICum)

Labour : Mate Mazdoor for hotmix plant, paver. rollers, for taking levels and providing security to plants

Machinery :

Ownership, operation and running charges of : (considering 7546 eficiency)

i) Hot m~x Plant ii) Paver finisher iii) TlpperlDumper iv) V~bratory roller v) Fronted roller (1 Cum) VI) Pneumatic roller vii) Water tanker

Total cost

Rate (Rs.)

82 00 93 00

Say Rs

8476.00

331 7.00

581 0 0

300.00 4.00

68.00

68.00

8220.00 2280.00

275.00 1380.00 620.00

1095.00 230.00

Cost (Rs.)

123.00 139.50 100.00 362.50

8851.13

34140.08

90557.25

90557.25 90557.00 per tonne

145448.16

81 863.56

62748.00

9555.00 8800

30841 4.72

68.00

952.00 1020.00

309434.72

82200.00 22800.00 6600.00 6280.00 6200 00 6570 00 1380.00

134030.00 443464.72

4.5. (A) Bridges

I SINr 1 Ref. To MOST Specification

Description

contd Add 5% of cost of material for quality control. testing, miscellaneous items such as joint paper. Tarring ouifit. Burnol. soap. cocunut oil, traffic control, sing boards, maintenance of diverslon, etc.

I 1 I Add contractor's profit and overhead @ 15% Cost for 110 Cum.=

clause 51 5

Rate per Cum Rale per sqm.

Ellumen Mastfc wearlng coat excluding Tawcoat complete as per drawlng and Technlcla Speclficatlons

Unit = I sq.m I

I I I I I I Say Rs

Details of cost for surface area of 17.4 sq.m for single layer of 25 mm finished thickness I

4797.44 240 per sqm

Material : Taking weight of wearing coat as 1 tonne I Volume of Bitumen Mastic = 100012300 = 0.435cum

I Surface area = 0.43510.025 = 17.4 sq.m I &turnen @ 15% by weight of mix =1000'15/100= lMkg=O.I5tonne

Tonne

Weight of coarse aggrgate @ 40 % = (lOOal50) .4011 00 = 340 kg = 340 11600 = 0.212 cum (Density of coarse aggregate 1.6Tlcum.)

I I Weight of stone dust @ 45 % = (1000-150) '45/100= 382.5 kg = 382.5 12200 = 0.174 cum

1 Cum. I 0.174 I 191.00 k . 2 3 1 1432.90

Cum.

Weight of fine aggrgate @ 15 % = (1000-150)'151100= 127.5 kg = 127.5 11550 = 0.082 cum (Density of fine aggregate 1.55Tlcum.)

Labour : Mate Each 0.50 Mastic Labour Each 1.75 Mistry Each 0.50 95.00 Sprayer Each 3.50 75.00 262.50 Hire 1 running charges of Mastic Cooker Day 0.50 290 00 145.00

608.00

Cum.

Add contractor's profit and overhead @ 35% Cost for 17.4 sq.m=

Cost for sq.m= Say Rs

158.35 158.00 per sqm

4.5. (A) Bridges

58 21

58.221


Clause 2204(N)

Section 2000(N)

Description

Dramage Spouts complete as per drawing and Technical Specification

Unit - per no

Material

Cost of M.S grating 260 mm x 260 mm including carriage

Cost of 100 mm dia 1 m long GI pipe including carriage

Cost of anti-corrosivelbituminous paint

Labour

Mason llclass Mazdoor


Supplying. fitting and fixing in position true to line and level elastometer bearings confirming to IRC:83 (Part-ll) Section IX complete with all accessories as per drawing and Technicla Specifications

Unit = 1 cubic centimetre

Assume an elastomer bearing of size 50Ox400x96mm Overall volume = 19200 cu, cm

Volume of 6 No. 488x388~4 mm size reinforcing steel plate = 4545 cu. cm

Hence Volume of elastomer = 14655 cu.cm

Materials: Neoprene M.S. Plate including 20% wastage = 4545~1.2~78 = 42540 gm. (Sp. Gravity of steel is 7.8 gmlcc)

Labour (@I0096 of cost of material)

Contractor's profit and overhead Q 35%

Cost of I c.c elastometric bearing = (Cost of bearing of 19200c.c overalvolume/l9200)

Unit

No.

Metre

L.S.

Each Each

Kg.

Kg.

Quantity

1.00

1 .OO

0.10 0.20

13.81

42.54

Rate (Rs.)

1700

332.00

95.00 68.00

Say Rs

220.00

27 00

Say Rs

Cost (Rs.)

1700

332.00

50.00

9.50 13.60

422.10

147.74 447.96 448.00 per sqm

3038.20

11 48.58 4186.78

4186 78

2930.75 11304.31

0.59 0.60 per C.C.

Project: 416 Lanlng o f Tun1 - Anskapslll Section of NH-5 1)ocument: 99088/RH/Chap-4 Item Rate Analysis

Sheet 58 of 75

Date. November, 2000 RPVISIO~: RO

4.5. (A) Bridges

DeIoilcd ProjeU Report L'F', PC.Oi0'99088'co]~:-4.5, 4 5b

Roads & K i h n y s

Rate (Rs.)

27.00 27.00

2.00 150.00 20.50

204.00

Say Rs

35.00 0.54

Say Rs

Cost (Rs.)

7560.00 540.00

12000.00 3900.00

19680.00 66.50

43746.50

43746.50

30622.55 118115.56

472.46 473 per ton

1050.00 7531.45

500.00 9081.45

9081.45 6357.02

24519.92 24520.00 per lm

Unit

Kg. Kg. C.C.

Kg. cm. ton

I

Description

Supplying, fitting and fixing in position true to line and level POT-PTFE bearings suitable for biaxiai movement as per drawing and Techntcla Specifications

Unit = I ton

Assume an Pot bearing of size 250 ton capacity

Materials: Cast steel including 20% wastage M.S. Plate including 20% wastage Chloroprene Stainles steel including 20% wastage PTFE nodules Carriage of steel

Labour and fabrication cost including machinery input for various processing operations like cutting, rough machining, turning and final machining on stainless steel, casting, annealing. hardening, lapplng etc. for cast steel, gas cutting, fabrication, straightening, welding and painting for mild steel, mixing, calendaring, vulcanishing and testing for chloreprene, moulding, adehesive treatment, levelling and pressing for PTFE and labour for fixing bearing in position through anchors. (@I0096 of cost of material)

Contractor's profit and overhead Q 3556 Cost of 250 ton capacity bearing = Cost of 1 ton capacity bearing =

Elastometric Slab Seal type of expansion joint complete as per drawing & Technicla Specifications including acceptance testing as specified, to be

56.222

58.23

Quantity

280.02 20.00

6000.00 26.00 960.00 0.33


Section 20W(N)

I 2100(N)

30.00 14000

installed under supervision of a speciaist manufacturer

Unit = 1 metre Assume the joint to be designed to cater for 50mm movement Materiais: Steel inserts with stainles steel bolts & nuts Eiastometric slab with m.s. plates inserted inside Polysulphide compound filling space around bolts 8 nuts

Labour (@loo% of cost of material) Contractor's prom and overhead Q 35% Cost of I m expansion joint =

Kg. c.c

L.S.

4.5. (A) Bridges

i I

Quantity

2.06

0.275

8.10

0.65

Unit

Cum

Tonne.

L.S.

Cum.

Tonne

L.S.

5B 24

58.25

Rate (Rs.)

3554 00

16966.00

Say Rs

3465.00

22855 00

Say Rs


Section 1500.1600, 170082000

Section 1500,1600, 170082200

Cost (Rs.)

7321 24

4665 65 1 1986.89

599.34 12586.23

4405.18 16991.42

804.52 805.00 per Im

28066.50

14855.75

50.00 42972.25

5305.22 5305.00 per cum

Description

Reinforced Cement Concrete railing complete as per draw~ng and Technical Specification Unit 1 metre Details of cost for 21 . I2 m MOST Standard drawing No.SD1202 (10m span), Railing Length 2~10.56 m per span = 21 .I2 m

I. Material 8 Labour Concrete M 30 grade in R C C for Super Structure (form work of 40% of cost of concrete) HYSD Bar reinforcement (Rate as per item no 5.16)

Add for working on smaller size of sections and aggregates @ 5% of cost Contractots profit and overhead @ 3536

Ratefor21.12 m = Rate per m = Rate for 21.12 m


Unit 1 Cum.

Details of cost for 8.1 Cum.

Assume the approach slab to be 7.5 mx3.6mx0.3 m thickwith 12 mm dia HYSD. reinforcement @ 150 mm cJc both ways at top & bottom

i) R.C.C. M 25 grade

ii) HYSD reinforcement (Rate as per item no 5.17)

iii) Sundries Cost of 8.1 cum

Rate for 1 Cum. =Cost 018.1 Cum. = 8.1

4.5. (A) Brldges

Cost (Rs.)

1094.61 135 00 197 08 127.82 45.87

1600.38

1050 11084

18.36 2.72

142.42

250.00

48.50 298.50

5.00 2046.30

52.28 2098.58

734.50 2833.09 2833.00 per cum

161 00 175.00

336.00

47.25 102.00 149.25 169.84 655.09 655.00 per cum

367.20 367.20

81 60

1 00 82 60

157.43 607.23 607.00 per cum

Rate l R s )

3317.00 300 00 379.00 581 0 0 417 00

105.00 68.00 68.00 68.00

500.00

97.00

Say Rs

161.00 25.00

105.00 68.00

Say Rs

306 00

68.00

Say Rs

Unil

Tonne Cum. Cum Cum. Cum.

Each Each Each Each

Hour

Hour

L.S.

Cum. 100no.

Each Each

cum.

Each

LS

Description

Plain cement concrete M 15 ordinary grade levelling course below approach slab complete as per drawlng and Technical specification Unlt 1 Cum. Materlal

Cement Coarse sand 40 mm aggregale 20 mm aggregate 10 mm aggregate


Hire charges for concrete mixer (0.27l0.20 Cum) Out put 2 Cumhour

Needle vibrator

Sundries

Add for nominal centering and shuttering @ 3% of cost of concrete



a) Boulder Unit - 1 Cum. Material

Stone Through and bond stone sue 7 no. x 0.24 x 0.24 x 0.39 m = 0.16 cum.

Labour Mason Mazdoor

Contractots profd and overhead @ 35%

Filtter material underneath pitching in slopes complete as per drawing and Technical specification

Unit = 1 cum

Material Graded stone aggregate of required size

Labour Mazdoor (For carrylng material from stacks1 stockpiles spreading and compacting etc.

Sundrles

Contractor's profl and overhead @ 3546

Rate per cum

SI.Nr

5 8 26

58.27

58.28

Quantity

0 33 0.45 0.52 0 2 2 0.11

0.10 1.63 0.27 0.04

0.50

0.50

1.00 7.00

0.45 1.50

1.20

1.20


Sect~on 1700 & 2200

Section 2500 (N)

Section 2500 (N)

4.5. (A) Bridges

Cost (Rs.)

389.00 60.00

52 50

1 15 60 617.10

3.09

21 7.06 834.16 834.00 per cum

389.00 829.62 78.80

1297 42

42.00 115.60 157.60

5.74 1460.76

51 1.27 1972.03 1972.00 per cum

105.00 8.25 18 00 20.00 151.25

3.14 2.24 5.38 100

157.63

55.17 212.80 213.00 per lm

Rate (Rs.)

389 00 150.00

105.00

68 00

Say Rs

389.00 2514.00 197.00

105.00 68.00

Say Rs

100.00 25.00 18.00

95 00 68.00

Say Rs

Quantity

1.00 0.40

0.50

1.70

1.00 0.33 0.40

0.40 1.70

1.05 0.33 100

0.03 003

Unit

cum. cum.

Each

Each

L.S.

Cum. Cum. Cum.

Each Each

L.S.

m Each Each L S

Each Each

L S.

Description

Pichlng on slopes complete as per drawing and Technical Specification

a) Stone

Unit -1 cum.

Material Stone at quarry including carriage Quarry spall at site

Labour MasonlStone packerlcutter Mazdoor (for laying stones, filling of quarry spalls)

Sundries at 0.5%


Rate per cum Rubble flooring complete as per drawing and Technical Specification


Unit 1 cum.

Materials

Stone at quarry Cement mortar (1 :3) (As per sub analysis) Quarry spalls

Labour Masonistone cutterlstone packer Mazdoor

Sundries


Rate per cum Providing weep holes in Plain Concrete1 Reinforced Concrete abutment, wing walUreturn wall complete as per drawing and Technical Specification

Unit - I melre Material

Cost of 100 mm dia AC pipe including cartag Collar average MS. clamp Cement mortar I 3

Labour as on Il-Class Mazdoor

Sundries


58.29

58.30

58 31


Clause 2502 (N)

Clause 2502 (N)

Clause 2205 (N)

Rate (Rs.)

5500 00

8000.00

Say Rs

3286.00 300.00

28.00 400.00

17.00

95.00 68.00

Say Rs

400 00 400.00 300.00

95 00

Say Rs

Quantity

1

1

0.15 0.6 1 .O

0.25 4.0

0.33 1.00

2.50 1 .OO

10.00

2 0

Cost (Rs.)

5500.00

8000.00 13500 00

675.00

100 00 200.00

21 71 25 16646.25 16646.00 per tonne

492.90 180.00 28.00

100.00 68.00 45.00

91 3.90

31.35 68.W 99.35 5000

174.24 1237.49 1237.00 per sqm

1000.00 400.00

3000.00 10000

4500.00

190.00

938.00 5628.00 5628.00 per sqm

Unit

Tonne

Tonne

L.S. L.S.

Tonne cum Kg. Kg. Lit. L.S.

Each Each

L.S.

Kg. Kg. Kg. L.S:

Each

Description

Providing anti-corrosive treatment to HYSD bars w~lh Fus~on bonded epoxy coating (FBEC)

Unit = 1 tonne

a) Average rate for bars of 20mm to 32mrn

b) Average rate for bars of lOmm to 16mm

Add wastage in cut lengths of bars(5%)

Add for prov~sion of P.VC coating on binding wlre Add for careful handling, bending etc

Contractor profit & overhead @ 15% Rate per Tonne

Sealing of concrete by Guniting concrete S~lfaCe with cement mortar applied with compressor afler cleaning surface & spraying with epoxy complete as per technical specification

Unit = 1 sq.m

Material Cement Graded Sand Wire mesh 100mrnx100mm size of 3mm wire

Epoxy Diesel Miscellaneous consumables like nozzles. wire brush. cotton waste etc.

Labour Skilled Labour Mazdoor

Equipment Charges for compressor etc.. Contractor Profit 8 overhead charges & 20%

Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specifications (Unit = I sq.m)

Assume average 5mm thickness of epoxy mortar Material Epoxy for Mortar Epoxy for Tack coat below Quartz Sand Other consumables like acetone

Labour skilled Labour

Contractor Profit & overhead charges 8 20%

4.5. (A)

SI.Nr

58 32

58 33

58.34

Brldges


4.6 Drainage and Protection Works

Rate (Rs.)

1566.00

2709.00

Say Rs

LX711 1111

Say Rs

235.00

2870.00

Say Rs

2709.00

235.M)

Say Rs.

2709.00

2870.00

3335.00

3335.00

Say Rs.

75 00

75.00

300 00

2 00

Quantity

1.08

0 12

0.15

0.13

0.30

0.45

0.34

0.13

0.23

0.10

0.18

1.25

2.50

0.335

182 00

L S.

- Cost (Rs.)

1663 45

335.92 2019.37 2019.00 per Im

4311 5

431.00 per Im

29.85

860.71

890.56 891.00 per Im

1221.76

79.67 1301.42

1301

352.1 7

671.58

330.17

586.96

1940.88 1941

93.75

18750 281.25

lo050

364 00

7 50 472 00

42 19 795 44

Unit

cum.

cum.

cum.

cum.

cum.

cum.

cum.

cum.

cum.

cum.

cum.

Each

Each

Cum.

Sqm

Description

Rectangular covered Lined Drain

Unit =l m

Stone masonery ~n 1 :3 mortar

P.C.C M 10 in foundation

Total for Rectangular L~ned Drain

M-15 Concrete in Cover Slab

Chute Drain

Unlt =I m Stone pitching

M 15 RCC

iii) Cut of wall with dumped rubble in the toe of chute drain

Unlt = 1 no. M 10 PCC

Rubble Stone

iv) Provision of Catch Pit Unit= Ino.

PCC M 10 in foundation

PCC M 15 in foundation

M-20 Concrete in wall

M-20 Concrete in slab

Turfing slopes of new banks, with rough grassing preparation of ground. Suplying 8 planting doob grass roots at I5 cm apart, supplying and spreading farm-yard manure at the rate of 0.18 cum. per 100 Sqm and loosening soil with kassi

Unit = 100 Sqm (Taking output = 182 Sqm) Labour Mazdoor for preparation of ground Mal~es for fetching Doobe grass roots and grassing at 15 cm apart

supply of farmyard manure including carriage to site. 186x0 18 =0.335 cum.

100 Extra cost for providing loads

Sundries such as cost of water at source

~ d d contractor's profit 6 overhead charges at 151 on ~tems marked 'A'

SI.Nr.

6.01 - 6.01 1

6.01 2

- 6.01 3

6.01 4

6.01 5

6 02

Ref to MOST Specification

i)

ii)


Cost (Rs.)

85.20 '6'

8.52 93 72

889.16 488.55

8.00 'A'

Sundries such as cost of water at source Add contractor's profit & overhead charges at 15% on item marked 'A' i.e..

Water required 20 times in one year 20x100~2 5Ox1000/100 = 46500 litres or 46500/5000 = 9.3 tankers say 10 tankers

One tanker needs time = 30 minutes for filling+40 for spreading +20 minutes for carriage 1 .50hourx10=15 hour Add contractor's profit a1056 on item marked '6' i.e.

Rate for I 0 0 sqm = (A+B)112=

Total rate for 100 sqm =

excavation in foundation trenches eding 2 metres depth including

dressing of bottom and sides of trenches. stacking the excavated 8 subsequent filling around hume pipeslmasonry, in 15cm layers with compaction including disposal of all surplus soi1.a~ directed within a lead of 30m.

(Taking output 9 cum )

MatelSuperv~sor

Add contractor's profit and overhead charges at 15% on items marked 'A' i e

Rate per 9 cum.

Rate (Rs.)

213.00

Quantity

0.40

Unit

Hour

Description

Machinery Ownership, operational 8 running charges of water tanker

Add contractor's prof~t at 10% on item '6'

Rate per 182 sqm Rate per 100 sqm Maintenance of lawns or turfing of slopes (rough grassing), for a period of one year ~ncluding watering, etc. Unit = 100 Sqm

SI.Nr.

6.02 contd.



Quantity

0.141

0.0085

0.185

1 .OO

1.35

0.2

Unit

cum

tonne

cum

m

sqm

cum

SI.Nr.

6 03

6.114

6.05

Rate (Rs.)

Say Rs

3335.00

16935.00

Rs

358.00

125.00

135.00

38.60

Say Rs


Cost (Rs.)

1327 77

1327.77 1 ' X

99.61 100.00 per sqnt

470.24

143.95

61.42 675.60

101.34

776.94 per Kr.

66.23

125.00

182.25 373.48

37.35

7.72 418.55 62 78

481.33 481 .OO pcr 1111

Description

Providing 75mm thick br~ck lining on drain faces complete as per drawing & Technical Specificallon

unlt = I sqm

cost of 1 cum of brlck masonary In 1 :3 cement mortar

for 75 mm thick total area per cum = 110.075 = 13.33 sqm

Hence cost of 13 33 sq.m

cost per sqm = 'A' 1 13.33

Supplying 8 fixing of pre-cast slab unit size 940mm X 1500mm X 1 OOmm in M 20 concrete including cost of all materials, labour. operations etc. and also including the cost of HYSD Reinforcement complete as per drawing 6, Technical specifications for covered drains

unit = Nr

M 20 grade Concrete

HYSD Reinforcement @ 60 kglcum = (6011000) '0141 = 0.0085 MT

Add 10% for Handling chaarges

Contractor's proffi 6, Overhead @ 15%

Rate per Nr Supply, ftting & fixing in position of 150mm diameter perforated PVC pipes including the cost of baclaill material wrapped in geotextile material for sub-surface drain

unit = 1 m

Material: Aggregare 20mm & down =(0.45'0.45 - (Pl'O.l5"2/4)} = 0.185 cum

PVC Pipe

Geotextile

Labour cost for placing of pipes, baclailling placing of geotextiles @ 10 % of cost of material

excavation of trench

Contractors profit& overhead @ 15%

Rate per running metre

4.6 Drainage and Protectlon Works

Ref to MOST Description

hume pipes for median drains Including the cost of laying & compacling backflll prowding bedding of cement concrete

Material. Cost of 300 dia Plpe

I I Cost of M 15 concrete = 1.0S.01 = 0.105

I 1 Sand =(0.9'1.05 - (P1'0.7S'214)) = 0.503

I I Labour cost for sand placing and compacting @ 10 X of cost

I I Rate per running metre

Unit

cum

Cost (Rs.)

I Say R S ~ 1195.00 per In,

I

Cost (RS.1

364.25 30.00

....................... 39.42 434 per lm ..........................

223.49

20.00 24.35

267.84 268.00 per lm

366.85

367.00 per Nr.

1.09 30.40 31.49

4.72

0.12 24.41

0.24

49.80

141.75

20.00 211.55

........... ?l*:%...~e/sq.~ ........

Rate (Rs.)

3335.00

2709.00

Say Rs

3335.00

Say Rs

68.00 95.00

332.00

2635.00

............... ...sa. X.R*

Quantity

0.1092

0.0825

L.S.

0.11 [(3.14/4)x0.3x0.3~1.5]

0.016 0.320

0.15 ( lx lxo 15)

0.05 (1x1~005)

Unit

cum.

cum.

Cum

Each Each

L.S

cum.

cum.

L.S

Others

Description

Providing plaln cement concrete kerbs (cast in situ) as per drawing and technical specifications clause 408.

Unit = Lm

i) Cement concrete M-20

0.10922x1.0=0.10922 cum it) Machinery charges for laying II~) 10% contractots profit

Total for Kerb

il) Cement concrete M-I0 for kerb foundation = 0.55'0.15 =0.0825 cum

i ~ ) Machinery charges for laying iii) 10% contractots profit

Total for foundation of Kerb

Providing concrete pillars of suitable design to close service roadlexisting road wherever necessary as per drawing ,

and Technical Specifications

Unit: Nr

M-20 grade

.................................................................................. Constructing footpath separator complete as per technical specification clause 409.

Unit = Sqm.

1) Box cultingnrenching the sub-grade to proper slope, camber and removing Ule stuff and depositing on the road side slopes (cutting of earth shall be paid seperately in the respective items on the basis of classification of the excavation done by engineer.)

Unit =I00 sqm.

Labour

Matelsupe~isor Dresser

Contractots profit and overhead charges @ 15% on items marked 'A' i.e..

Sundries

Rate per sqm

2) Granular sub-base l5Omm thick As per sub analysls

3) M-20 cement concrete block 50 mm thick As per sub analysis

Extra for mak~ng chequered impression in floorlng Overall rate

........................................................... ................................................

4.7

7.01

7.02

7.03

Miscellaneous and


408

408

409

. . . . . . . . . . .

Sltrel (I crf 75 I)HI~: Novsmlrer. 2lHNl

Hevldo~~: KO

4.7 Miscellaneous and Others

Cost (Us.)

34.00 380.00 380.00 'A' 136.00 930.00

139.50 106950

60.00

5.65 1135.15

10469.00 13620.00 7957.00 32046.00

33188.00 331.88 332.00 per cum

1326.80 126.00 331 .I 7 116.76 1900.73

11.25 8.55

117.64 31.96 5.44

174.84

250.00 48.50 298.50

1000

81.33 2465.40

369.81 2835.21 2835.00 per cum

Rate (Rs.)

68.00 95.00 95.00 68.00

361.00 454.00 109.00

Say Rs

3317.00 300.00 581.00 417.00

125.00 95.00 68.00 68.00 68.00

500.00 97.00

say RS.

Quantity

0.50 4.00 4.00 2.00

29.00 30.00 73.00

0.40 0.42 0.57 0.28

0.09 0.09 1.73 0.47 0.08

0.50 0.50

Unit

Each Each Each Each

L.S.

cum cum cum

Tonne Cum Cum Cum


Hour Hour

L.S

Description

Sub analysls Granular sub-base for footpatWseparators

uflit = 1 cum. For 100 cum.

Labour a) Mate

Dresser Skilled Mazdoor Unskilled Mazdoor for ramming

Add contradots profit and overhead charges @ 15% on items marked 'A' ie..

b) Machinery

c) Cost of water

Sundries 0.5%

Material Supply of gravel at site including loading, unloading and stackinglstock piling

22.4mm to 90 mm 5.6 to 22.4 mm Natural sand 5.6 mm to 75 micron

Rate per cum.

Subanalysis M-20 Grade

Unit = cum

Material Cement Coarse sand 20 mm aggregate 10 mm aggregate

Labour Mason I class Mason I1 class Mazdoor Bhisthi Mate

Machinely Concrete mixer Needle vibrator

Sundries

For formwork add 5% of cost of concrete

Contractor's proffi & overhead charges @ 15%

7.03.1

7.03.2


Sedon 1500 & 1700

Cost (Rs.)

1092.00 100.00

1192.00 119.20

1311.20

250.00 190.00 440.00

66.00 506.00

20.00

1837.20

45.93 46.00 per sqm

191.10 19.11

210.21

23.80 525.00 190.00 738.80 110.82 849.62

10.00

1069.83

0.67 0.70 per letter

244.04

95.85

459.18

52.48

51.45

9.91

270.22 1183.13

20.00

1203.13

1203.00 per Nr.

Rate (Rs.)

273.00 L.S

125.00 95.00

L.S.

Say Rs

273.00

68.00 105.00 95.00

L.S.

Say Rs

3317.00

16.94

2709.00

41.28

39.83

51.63

0.59

L.S.

say Rs

Quantity

4.00

2.00 2.00

0.70

0.35 5.00 2.00

0.0736

5.66

0.1695

1.2712

1.292

0.192

458

Unit

Li

Each Each

Li

Each Each Each

cum

Kg

Cum

sqm

sqm

cum

1600cm

Othe rs

Description

Painting Two coats after filling the surface with synthetic enamel paint in all shades on new plastered surface

Unit = sqm (taking 40 sqm)

Material 1st quality Paint Material for filling

Contradots profit of 10%

Labour Painter 1st Class Skilled Majdwr

Contradots profit of 15%

Sundries

Cost for 40 sqm

Rate per sqm

Painting New Figures and Letters with synthetic enamel paint in all shades

Unit = per cm height per letter (taking 100 letters of 16 cm height = 1600 cm)

Material 1st quality Paint Contradots profit of 10%

Labour Supe~isorlMate Painter 1st Class Skilled Majdoor

Contractofs profit of 15%

Sundries

Cost for 1600 cm

Rate per cm height per letter

Providing and fixing R.C.C 5th Kilometre Stone complete as per Drawing and Technical Specifications

Unit = 1 Number

Cement Concrete M 15 (1 27.5x50x10)+(2217x50x50/4x1Rxl O)H WOO00 =0.07357 Cum (rate includes C.P.1 OH.)

Steel Reinforcement

Cement Concrete 1 :4:8

Plastering

Painting

Excavation in Foundation

Printlng letters

~ d d extra for carriage, fixing and small works

Cost including C.P.1O.H. (as the rate are taken from item rates) Rate per No.

4.7

7.04

7.04

7.05

7.06

Miscellaneous and


800

800

800


Cost (Rs.)

124.39

44.71

379.26

8.05

24.89

24.01

146.68 751.99

10.00

761.99 762.00 per Nr.

32.34

17.43

102.94

2.17

12.00

7.57

7.10 181.54

182.00 per Nr.

72.97 0.00 2.20 0.00

48.49

10

10.24

143.91

144.00 per Nr.

Rate (Rs.)

331 7.00

18.94

2709.00

51 6 3

41.28

39.83

0.59

L.S.

Say Rs

331 7.M)

18.94

2709.00

51.63

L.S.

39.83

0.59

Say Rs

3317.00

16.94

2709.00

L.S.

41.28

Say Rs

Quantity

0.0375

2.64

0.14

0.156

0.6029

0.6029

248

0.0098

1.029

0.038

0.042

0.19

12

0.0220

0.13

0.0179

0.248

Unit

Cum

Kg

Cum

cum

sqm

sqm

1600cm

Cum

Kg

Cum

cum

sqm

sqm

16OOcm

Cum

Kg

Cum

sqm

Description

Providing and fixing Ordinary Kilometre Stone complete as per Drawing and Technical Specifications

Unit = 1 Number

Cement Concrete M 15

Steel Reinforcement



Plastering

Painting

Printing leliers ,

Add extra for carriage, fixing and small works Cost including C.PJ0.H. (as the rate are laken from item rates) Rate per No.

Providing and fixing 200 M etre Stone complete as per Drawing and Technical Specifications

Unit = 1 Number

Cement Concrete M 15 0.15xO.lxO.65

Steel Reinforcement



Plastering

Painting

Printing lewrs

Cost including C.PJ0.H. (as the rate are taken from item rates) Rate per No. Providing RCC M-15 Boundary Stone complete as per Drawing and Technical Specifications

Unit = I Number

Cement Concrete M I 5

Steel Reinforcement

Cement Concrete 1:4:8


Plastering

Cost including C.PJ0.H. (as the rates are taken from item rates) Rate per No.

7.07

7.08

7.90


800

800

800


Cost (Rs.)

112778.00 1410.00 5170.90

11 9358.90

95.00 1156.00 183.60 68.00

1502.60 48.67

250.M) 48.50

298.50 121208.67

18181.30

139389.97 13939.00 13939.00 per cum

1094.61 135.00 197.08 '

127.82 45.87

1600.38 160.04

6.25 4.75

110.84 18.36 5.44

145.64 20.00

24.85

250.00 48.50

298.50 29.85

87.30

2366.56 2367.00 per cum

Rate (Rs.)

3317.00 300.00 581.00

95.00 68.00 68.00 68.00

500.00 97.00

Say Rs

331 7.00 300.00 379.00 581 .W 417.00

125.00 95.00 68.00 68.00 68.00

L.S

500.00 97.00

Say Rs

Quantity

34.00 4.70 8.90

1.00 17.00 2.70 1.00

0.50 0.50

0.33 0.45 0.52 0.22 0.11

0.05 0.05 1.63 0.27 0.08

0.50 0.50

Unit

Bag of 50kg Cum. Cum.

Each Each Each Each

L.S.

Hour Hour

Tonne cum cum cum cum


Day Day

Description

Sub Analysls

P.C.C. 1:4:8

Unit = cum Output=I 0 cum

i) Material

Cement Sand 20 mm aggregate

ii) Labour Mason Mazdoor Bhisti Mate

Sundries

iii) Machinery Hire charges for concrete mixer Hire charges for needle vibrator

Contractor's profit LL overhead charges @ 15%

Rate for 10 cum. Rate per cum

Providing M 15 grade structural Cement Concrete in medianlisland, complete as per drawing 6 technical specifications

Unit = I cum

Material cement coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate

Contractor's profit 8 overhead charges @ 10% Labour

Mason 1 st class Mason 2nd class Mazdoor Bhisti Mate

sundries Contractor's profit 8 overhead charges @ 1 5 1

Machinew Hire charges for concrete mixer Hire charges for needle vibrator


for form work add 5% of cost of concrete (material 6b Labour)

cost per cum

7.9.1

7.9.1 cond.

7.1


Section 150081700

I'ndcd: 416 I m f n z of Tunl - Annknlullll Sn.tlel1 of t i l l-5 I)ea~~nenl: Y9IWHiHlli~.lla[r4 Iten) Hale A~~onlysix

Shcrl 72 of 75 Ilnfe: Neve~rlrcr. 2OMWI

Revidon: KO


Cost (Rs.)

132.68

166.06 54510 1 106.67

68.10 66.1 1

1084.72

542.36 542.00 per lm

974.22 2531 92

1051.84

683.70 5241.69

2758.78 2759.00 per lm

Rate (Rs.)

3317.00

17.46

39.83 39.83

Say Rs

2498.00 16.97

Say Rs

Quantity

0.04

31.22

1.71 1.66

0.39 149.2

Unit

cum

Kg

sqm sqm

cum Kg

central past = 1.90- 43.10 = 77.6 kg I b) Metal beam for two sides (6mm X 400 mm flat)

= 1.9 . 2 = 3.80 m @ 18.84 kg/m = 71.6 kg c) Total = 77.6 + 71.6 = 149.2 kg

add 30 % for fabricationlerection (cost including fixtures)

Contractots profit & ovehead charges @ 15% cost per 1.90 m

cost per 1.0 m

Description

Supplying, fixing & erecting pedestrian guard railing with rolled steel section asper drawing and technical specification

Unit = 1 m (Take 2.0 m length)

Material M 15 concrete

Structural steel (for railing post) add 30 % for fabrication

Contractots profit & overhead charges @ 15% on'A' 2 coats of painting 1 st coat 2 nd coat

cost per 2m

cost per 1 m

Providing &erecling Metal Beam Crash Barrier of dimension & loation as per drawing & technical specifications

Unit = 1 m (taking 1.90 m length)

concrete ( 1 :2:4) = 1.425'.525'.525 = 0.39 cum ISHB Metal Beam

a) ISHB @! 43.10 kgim. @ 1.90 m clc per

7.11

7.12



Rate (Rs.)

273.00 273.00

10500 68.00

Say Rs

27.50

2870.00

3335.00

16.94

41.28

39.83

Say Rs

SI.Nr

7.13

7.14

Cost (Rs.)

204.75 204.75

75.00 484.50

56.70 36.72 93.42

28.90

25.00 631.82 126.36 758.18

75.82 76.00 per sqm

4.13

401.80

100.05

28.79

5.37

5.18

545.31

545.00 per Nr.

Description

Painting on kerbs in Black & Yellow alternate hands complete as per drawing & Technical Specification

Unit = I sq.m

Details of cost for 10 sq.m

Thermoplastic paint for road marking a) Black b) Yellow Brushes, sand paper etc.

Labour Painter (I class) Mazdoor (for cleaning dirt.dust etc.)

Extra for Labour & wastage of material (5% of labour & material cost)

Sundries

Contractor Profit 6 overhead charges 8 20% Cost for 10 sq.m

Cost for 1 5q.m

Providing and fixing R.C.C Guard Post complete as per Drawing and Technical Specifications

Unit = 1 Number

Earth work Excavation

M 15 Concrete

M 20 Concrete

Steel Reinforcement

Plastering

Painting

Cost including C.PJ0.H. (as the rate are taken from item rates) Rate per No.


Clause 803

805

Unit

Lit. Lit. L.S.

Each Each

Cum

Cum

Cum

Kg

sqm

sqm

Quantity

0.75 0.75

0.54 0.54

0.15

0.14

0.03

1.7

0.13

0.13

PrcrJcci: 416 I.n#ti~tg of Tuni - Aankalmlll Sectlm of MI-5 I )c~~stnn~t: 9!JillllllRIIICl1n~r4 ltcnl Hnlr An#tlyhi,l

Rate (Rs.)

68.00

68.00

L.S

Say Rs

68.00

68.00

L.S

Say Rs

Quantity

0.25

5.00

0.60

12.00

Unit

Each

Each

Each

Each

Description

iv) Girth 1800mm-2700mm

Un, = Each Labour MateISupervisor

Mazdoor for cutting trees including cutting, refilling and compaction of earth in pitldepression.

Sundries Contractoh profit 8 overhead charges

Rate per each Tree

v) Girth above 2700mrn

Unit = Each

Labour

MatelSupervisor

Mazdoor for cutting trees including cutting, refilling and compaction of earth in pitldepression.

Sundries

Contractoh protit 8 overhead charges

Rate per each Tree

4.8

8.01.4

8.01.5

Cost (Rs.)

Provlslonal Items Ref to MOST Specification

17.00

340.00 'A'

357.00 1O.W 53.55

420.55 420.55 421.00 per Tree

40.80

816 00 'A'

856.80

20.00

128.52 1005.32 1005.32 1005.00 per Tree

I

I Chapter 5

Summary of Item Rates

I'nJect: 416 Ir~l l i t lg I I ~ Tltni - A l lnkn~~l l l i Section of N11-5 Ih,a~slent: 990XHlKIIlCl1npS SIIIIIIIIII~~ of ltenl Knte Annlysis

Sheet 1 nf 14 Dnte: Noveml~er, 2000

Kevisinn: KO

Chapter-5 Summary of Item Rate

Roads & Hig1t~'a)~s

SI.Nr

5.1

1.01

1.02

1.02.1

1.02.1 1

1.02.1.2

1.02.1.3

1.02.1.4

1.02.2

1.02.3

5.2

2.01 - 2.01.1

2.01.2

v 2.01.2.1

2.01.2.2

2.01.2.3

2.01.2 4

2.01.2 5

Description

Clearing and grubbing road land including uprooting rank vegetation. grass, brush shrubs, saplings and trees of girth upto 300 mm, removal of stumps, disposal of un~e~iceable material and stackingof serviceable material upto 100 m from roadboundary

Dismantling structure and pavement upto 1.5 metre in foundation and/orl.5 m above ground level including T&P and scafolding whereever necessary, sorting the dismantled material, disposal of unserviceable material and staking the setviceable material within a lead of I Concrete Work

(a) Cement concrete 1 :4:8 or 1 :5:10

(b) Cement concrete 1 :3:6

(c) Cement concrete plain 1:2:4 mix and precast cement concrete blocks

(d) Reinforced Cement concrete with cleaning,strengthening and cutting of bars and separating out from R.C.C

Ii Dismantling BricWile work

(a) in cement mortar

111 Dismantling Flexible Pavement with BAuminious courses, without disturbing the base

Earthwork for excavation with combined lead of 15m in ordinary soil by Manual means

When excavation, loading and unloading is done Mechanically

a) For Ordinary Soil only

For Carriage

(i) Lead one km

(ii) Lead2km

(iii) Lead 3 km

(iv) Lead 5km to 1 Okm .

(v) Lead above 1 Okm


Site Clearance

201

202

202-04

Earthwork

301 to 305

301

Unit

l.M)

cum

cum

cum

cum

cum

cum

Unit Rates (Rs.)

13594

164

246

416

930

287

251

cum

cum

cum

cum

cum

curn.krn

cum.km

28

8

40

46

51

55

58

Roads & t l igltu,a~s

I'n)ject: 416 I,uning of Tani - At~ukulrnlli Scd ie~~ of NI1-5 Sl~eet 2 ef 14

KO Nevemlrer, UIIHI

Kevisio~~:

Unit Rates (Rs.)

I 0 9

30

21

7

15

2

57.50

9.00

132

268

44

44

15

27

Ihtc:

Unit

cum

cum

cum

cum

Scv"

cum

sqm

cum

cum

cum

cum

s ~ m

sqm

Description

. . Construction of embankment with approved material wmplete as per technical specification clause 305 with all leads and lifls.

a) Earthwork for excavation by manual means & carriage by mechanical means with combined lead of 15m in ordinary soil

b) Extra for laying earth as per specificationfor compaction in 250 mm thick loose layers and dressing but excluding rolling and watering

c) Extra for watering the earth to bring the earth upto required O.M.C.

d) Extra for rolling to specification withthe use of vibratory roller when earth is atsuitable moisture contents with desired field density not less than 95% of maximum density (modified heavy proctor test)

Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling in depression occuring during rolling

Loosening and recompacting of subgrade

Loosening and rewmpacting of original ground upto depth of 1 SOmm

Constructin of subgrade with approved material complete as per technical specification clause 305 with all leads & lifts.

A) Sub grade layer without treatment

B) Cement treated sub grade layer

Construction of embankment , subgrade with material obtained from roadway & Drainage excavation complete as per technical specification

Filling Mediadlsland complete as per Technical specification clause 407 with soil

Scarifying existing Bituminous Road surface alongwlth premix carpet and surface dressing but without disturbing the base

Blade grading on existing road surface afler removal of existing bituminious surface, watering, scarifying as necessary and compaction to a depth of 0.2 m

12~c111l1ent: SIIIIIIIIR~~ II~

5.2

2.02 2.02.1

2.02.2

2.02.3

1 2'02'4

2.02.5

2.03

2.04

2.04.1

2.05

2.05.1

2.05.2

2.06

2.07

2.08

2 09

~')OHHIRHICII~~S ltenl Rnte Andysis


Earthwork contd.

305

301

305.3.5

305.3.5

305.3.5

305.3.4

301 to 305

305

305

407

Roads & Highways

5.3

3.01

3.02

I I

5.4(A)

4A.01

4A.02 4A.02.1

4A.02.2

I

4A.03

4A.03.1

4A.03.2

4A.04


Description Unit

Sub-base and Base

401

406

Biuminous Works

502

502.4.2 503.3.1

503

504

Unit Rates (Rs.)

cum

cum

sqm

Sqm

sqm

sqm

sqm

Courses

Providing, laying, spreading and compacting specified graded sand. gravel or any other course material in subbase course including premixing the material at OMC in mechanical mixer, carriage of mixed material, spreading in uniform layers with Motor Grader on a prepared base and compacting with power roller to achieve the desired density including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water to OMC in mechanical mix(Pug Mill), carriage of mixed material by tipper to site laying in uniform layers in sub-basehase course on well prepared underbase and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricating and maintenance of diversion etc.

Providing and applying prime coat over prepared surface of granular base with bitumen heated in boiler fitted with spray set (excluding cleaning of road surface)

Cleaning the existing WBM road surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags andlor compressed air to receive bituminous treatment

Cleaning of the existing black topped surfaces with brooms,soR brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment

Providing and applying tackcoat on the prepared surface, heating bitumen in boiler and spraying the bitumen with spray set fitted on Bitumen Boiler.

A) on black topped surface bitumen @ 2.5 kg110sqm

B) On granular surface treated with prime @ 7.5 kg110 Sqm

Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregates for baselbinding course including loading of aggregates with F.E. loader and hot mixing of stone aggregate and bitumen in hot mix plant transporting the mixed material in tipper to paver and laying mixed material with paver finisher to the required level and grade, rolling by power roller to achieve the desired density but excluding cost of primeltack coat with 3.25 % bitumen

768

969

10

3

1

4

9

1568

Drtailrd Projrrr Repu~i I'l>S i ~ ~ ~ - l l l l ~ \ Y Y l N * ' c , ~ p y - ~ , 5 , $,,,,,!,,X~

unit

cum

cum

sqm

sqm

sqm

Description

contd.

Providing and laying dens; bituminous macadum on prepared surface with specified graded crushed crushed aggregates for baselbinder course including loading of material with F.E. loader, heating of binder aggregates and filler in hot mix plant, transporting the mixed material by tippers 8 laying with paver finkher to the required level and grade, rolling by power roller to achieve the desired density but excluding the cost of primellack coat with 4.5 % bitumen

Providing and laying biuminous concrete on prepared surface with specified graded stone aggregate for wearing course including loading of aggregates with F.E. loader and hot mixing of bitumen filler with aggregates in hot mix plant transporting the mixed material with tipper to paver and laying with mechanical paver finisher to the required level, Grades and rolling with power roller to achieve the desired density excluding cost of primellack coat 40 mm compacted thickness with 5% biutmen and 3% filler with lead 1 km

Providing and laying open graded premix carpet of 20mm thick on prepared surface in a single course composed of specified graded crushed aggregates premixed with a bituminious binder in mini hot mix plant 6-10T laying manually and rolling with power roller 8-10 tonne but excluding cost of primehack coat.

Providing renewal coat wilh mix seal surfacing to the areas of existing carriageway as per technical specification.

Carryout repairs to potholes 8 perform any necessary patching to existing b'iUmini0Us carriageway surfacing as per technical specifications.

6.4(A)

4A.05

4A.06

I

4A.07

4A.08

4A.09

5.4(8)

Unit Rates (Rs.)

2564

2847

45

62

60


Bituminous Works

507

51 2

510

Concrete Pavement

48.01

48.02

1720

4029

Construction of M-10 Dry Lean Cement Concrete subbase for cement concrete pavement as per drawing and Technical Specifications

Construction of M-40 grade Cement Cconcrete Pavement in Road and Toll Plaza including the cost of polythene film as separation membrane, contraction joint, expansion joint, longitudinal joint, construction joint, joint sealing compound etc. Complete as per drawing & Technical specifications.

cum

I'rojst: 416 IAUI~II~ of Tuni - Aneknlnlli SEdioa of Nll-5 Shed S of 14

I)I,RI~II~II~: ')'HIXXIHIIIC~~I*S Ilnte: Nove~~d~er, ZIOO

Su~t~s~ary of 11e111 Knte Ann1yui.i Kevidsn: HI)

1 5A.7.3 1 Ic) Reinforced Cement Concrete in M30 grade in sub-structure I cum 1 3477 1

Unit Rates (Rs.)

78

93

116

238

243

568

2131

2558

1487

2310

5A.06.2

5A.07

5A.07.1

5A.07 2

Drrailrd Projrcf Rrpon <'I.> I'i~.O70',9JWK c t q ~ y 4 . S . s ~ t ~ ~ u ~ t a n

-

Unit Ref. To MOST Specification

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

Roads & Hi~hwoys

Description

Earth work in excavation of foundation for structures complete as per

drawings & specifications.

Depth upto 3 m

Depth from 3 to 6 m

Above 6m depth

Back filling behind abutment, wing wall & return wall complete as per drawing and specifications.

a) Gravelly material

b) Sandy material


Brick masonry work in cement mortar 1:3 in Technical Specifications

Sub Analysis

Stone masonry work in cement mortar 1 :3 in foundation complete as per drawing and Technical Specifications - Coursed Rubble Masonry (first sort)

Cement Concrete for Plain Concrete1 Reinforced Concrete in open foundation complete as per drawing and Technical Specifications

a) P.C.C.M-10 grade

5.5 (A)

5A.01

-

5A.01 1

5A.01.2

5A.01.3

' 5A.02

5A.02.1

5A.02.2

5A.03

5A.04

5A.04.1

I 5A.05

5A.06

5A.06.1

Section 1500 & 1700

Culverts

Clause 304

Clause 305

Clause 305

Section1300

Section 1300

Section 1500 & 1700

b) M 15 grade

Cement concrete for plain concretelreinforced concrete for substructure complete as per drawing 8 Technical Specification

a) M 15 grade

b) M 25 grade

cum

cum

cum

2498

2729

3257

I'rnjccl: 4/C, I m i t ~ g 01 Tuni - At~nkapnlli Seclinr~ of NH-5 Slleet 6 ef 14 I~I~IIIICII~: 990XR/KIllCh~p5 I h l e : Noven~lrer. UIIHI SIIIIIIII~~~ (B IICIII Knlc AnnIfis Hcvisio~~: KO

5A.11

5A.12

Section 2500 (N) Laying apron complete as per drawing and Technical Specification a) Boulder cum 463

Section Filtter material underneath pitching in slopes complete as per drawing cum 618 2500 (N) and Technical swcification

Unit Rates (Rs.)

3868

3573

3967

22110

5A.13

Clause 2502 (N) Pitching on slopes complete as per drawing and Technical Specification 7.r Stone I cum 1 605

I 5A.10 I Clause2705(N) ( ~ r a i n a ~ e Spouts complete as per drawing and Technical Specification I Nr ( 485 1

Unit

cum

cum

cum

tonne

Section 1500, 1600,170082000

Section 1500. 1600, 1700 8

I 5 A l 7 ( Clause 2502 (N) Rubble floorinp compiete as per drawing and Technical Specification I I

Description

d) Reinforced Cement Concrete in M35 grade in sub-structure

Cement concrete for Reinforced concrete in superstructure complete as per drawing and Technical specification

a) M 25grade

b) M 30 grade

HYSD bar reinforcement complete as per drawing and Technical Specification

5.5 (A)

5A.7.4

5A.08

5A 08.1

5A.08.2

5A.09

Section 1700 8 2200


Culverts contd.

Section 1500 8 1700

Section 1600 (N)

Reinforced Cement Concrete railing complete as per drawing and Technical Specification


Laying RCC Pipes NP 3 For culverts including pointing ends, and fixing collar with cement mortar.

Plain cement concrete M 15 ordinary grade levelling course below approach slab complete as per drawing and Technical specification

5A.18

cum

654

5747

cum

Clause 2205 (N)

a) 900 mm dia

b) 1000 mm dia

2341

5A.19.3

5A.20

Roads & Hi~lr n*fl?.s

Providing weep holes in Plain Concrete1 Reinforced Concrete abutment, wing waillreturn wall complete as per drawing and Technical Specification.

m

m

5A.21

2960

3085

1000/1300

m

1 W011300

181

c) 1200 mm dia

Brick on edge flooring with 1st Class bricks including cement slurry in cement sand mortar 1 :4

Cement Plaster 12mm thick in 1 :3 cement mortar

m 3453

177

sqm 49

Roads & Higltways


Description

5.5(B)

58.01

58.01.1

5B.01.1.1

58.01 1.2

58.01.1.3

58.01.2

58.01.3

50.02

50.021

58.02.2

50.03

i 58.04

-

58.04.1

58.05

58.06

58.06.1

50.062

Bridges

304

305

305. 2504

Section 1300

Section 1400

Section 1500 & 1700

Unit Unit Rates (Rs.)

82

97

121

347

544

248

243

588

1927

2514

1566

2709

2870


a) Ordinary Soil

i) Depth upto 3 m

ii) 3 m to 6 m depth

iii) Above 6m depth

b) OrdinarylSoft Rock (blasting probibiied)

c) Hard Rock (blasting probibited)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

a) Sandy material

b) Gravel material


Brick masonry work in cement mortar 1:3 in foundation/sub structure complete as per drawing and Technical Specifications

Sub-analysis Cement mortar 1 :3 (1 cement : 3 Coarse sand)

Stone masonry work in cement mortar 1:3 in foundationlsub structure complete as per drawing and Technical Specifications

Cement Concrete for Plain Concrete1 Reinforced Concrete in open foundation complete as per drawing and Technical Specifications

a) P.C.C.M-10 grade -- - -

b) P.C.C M 15 grade

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

Drfailed Projrrf Report (:l:S I ' ~ : - O l 0 I Y Y ~ N ~ ' c o ~ 4 , Z Z III~IUIWT). Roads & High w*ofs

SI.Nr Unit

cum

cum

cum

cum

cum cum

cum

cum cum cum

cum

cum

cum

m

m

m

Unit Rates (Rs.)

3335

3465

3554

4006

3296 3438 3550

2665

3169 3306 3418

3461

3456

3418

21793

872

1308


Description

5.5(B)

58.06.3

58.06.4

58.06.5

5806.6

58.07

58.07.1

58.07.1.1

58.07.1.2 58.07.1.3

58.07.2

58.07.2.1

58.07.2.2 58.07.2.3 58.07.2.4

58.07.3

58.07.3.1

58.07.4

58.07.5

58.07.5.1

58.08

58.08.1

58.08.1.1

58.08.1.2

I

58.081 3

Bridges (contd.)

Section 1200. 1500 8 1700

Section 1200 (N)

c) R.C.C M 20 grade

d) R.C.C M 25 grade

e) R.C.C M 30 grade

f) R.C.C M 35 grade

WELL FOUNDATIONS Cement concrete for PlainIReinforced as per drawing & Technical Specification

a) Well Curb

i) R.C.C. M 20 grade (add 15-20% of cost of concrete (material 8 labour)

ii) R.C.C. M 25 grade iii) R.C.C. M 30 grade

b) Well Steining

i) P.C.C. M 15 grade

ii) R.C.C. M 20 grade iii) R.C.C. M 25 grade iv) R.C.C. M 30 grade

c) Bottom Plug

i) M 20 grade in Plain Cement Concrete

d) Topllntermediate Plug

P.C.C. M 15

e) Well Cap

i) R.C.C. M 30 Grade

Sinking of Well(6m dia) through all types of Soil & Rock (Other than Pneumatic method of sinking) complete as per drawing & Specifications

a) Sandy Soil

i) Depth from 0-3 m Assuming sinking @ 0.20mihr. and crane working four hrr./day in 8 hrs. working.

Rate of Sinking = 0.8 mlday

ii) Depth from 3-10 m: Add the following to the rate of sinking up to 3 m depth. a) Kentledge (supports, loading arrangement etc.) b) 4 % for every additional metre depth of sinking over the rate

of sinking of the previous metre.

iii) Depth from 10-20 m 6% for every additional metre depth of sinking over the rate of sinking of the previous metre

Dclailcd Pmjert Repon Roads & Hfghhsa.vs L:I:S I ' ( : - ~~O\L )~> I~? (X !CFF~ I>~~S . S(llltlUn'

SLcct 9 ef 14

-

~ ' r , J ~ ~ t : 416 Imlieg ~~r ' l 'os i - Annknlrnlli .S?dit~n of Nlf-5 llnlc: ~evcn~lrcr, UIIHI I)t,c~tl~~est: 99OUUlKII/~:l1n~r5 Revision: KO SIIIIIIIIHIY or 1te111 KIIIC Annlmis

Unit Rates (Rs.) Unit Ref. To MOST Description

5.5(8) 56.08.1.4

58.082

56.08.2.1

58.08.2.2

58.08.2.3

58.08.2.4

58.09

I

1 58.10

58.10.1

58.10.2

58.10.3

56.1 1

58.11.1

I 55.12

56.13

Specification

Bridges (contd.) iv)

i)

Section 1207 (N)

Section 1100, 1600. 1700

section 1100,1600. 1700

sectlon 1600(~)

Section 1600(N)

1634

46052

1842

2763

3454

182

8257

11103

2846

12411

3990

22694

19304

Depth from 20-30 m 7.546 for every additional metre depth of sinking over the rate of sinking of the previous metre Add for dewatering, if required

b) Clayey Soil

Depth from 0-3 m Assuming sinking @ O.lOm/hr. and crane working four hrs./day in 8 hrs. working. Rate of Sinking = 0.4 mlday

ii) Depth from 3-10 m Add the following to the rate of sinking up to 3m depth: a) Kentledge (supports, loading arrangement etc.)

b) 4 %for every addiional metre depth of sinking over the rate of sinking of the previous metre.

iii) Depth from 10-20 m 6% for every additional metre depth of sinking over the rate of sinking of the previous metre.

iv) Depth from 20-30 m 7.5% for every additional metre depth of sinking over the rate of sinking of the previous metre. Add for dewatering, if required

Sand Filling in Wells complete as per drawing and Technical Specifications

Bored cast-in-situ R.C.C. vertical Piles with M-35 concrete including cost of reinforcement.

Cost per wnning metre for 1000 mm dia pile

Cost per running metre for 1200 mm dia pile

Sub analysis

Reinforced concrete M-35 excluding the cost of reinforcement

Reinforced concrete M-35 in Pile Caps including the cost of

reinforcement in river water portion

Reinforced concrete M-35

HYSD bar reinforcement in foundationls~b-structure complete as Per drawing and Technical Specification

Mild Steel reinforcement in foundationlsub-structure complete as drawing and Technical Specification

m

m

m

m

m

cum

m

m

cum

cum

tonne

Per tonne

I'rt,ject: 416 lsuling of Tttni - Ai~nknl~nlli Scclioit sf Nil-S 1)oatttlettt: !J9OXX/RII/CltnjrS SII~IIIIIH~~ of I~CIII Knte Annlysis

Roads & Highmn?.~

Unit Rates (Rs.)

3125

3751

4021

4292

4122

4494

5008

4293

4635

4845

5025

5355

5848

6895

22855

90557

SI.Nr

5.5(B)

58.14

58.14.1

58.14.2

5814.3

58.14.4

50.15

58.15.1

58.15.1.1

58.15.1.2

58.15.1.3

1 5815.2

58.15.2.1

5B.15.2.3

58.15.2.4

58.15.3

58.15.31

58.15.3.2

58.15.3.3

50.16

l

58.17

5818

Description

Cement Concrete for plain cocretelreinforced concrete for Sub Structure complete as per drawing & Technical Specification

a) MI5 Grade

b) R.C.C M 25 grade for Sub Structure

c) Reinforced Cement Concrete in M30 grade in sub-structure

d) Reinforced Cement Concrete in M-35 grade in sub-structure

Cement concrete for Reinforced concrete in Super Structure complete as per drawing and Tech. Specf,

A) M 25 grade

a) For Solid Slab Superstructure cost is

b) For T-Beam & Slab cost is

c) For Box Girder 8 Balanced Cantiliver cost is

B) M30grade



c) For Box Girder & Balanced Cantiliver cost is

C) M 35 grade


b) For T-Beam & SLAB cost is

c) For Box Girder & Balanced Cantiliver cost is

Cement concrete for prestressed concrete in Super structure complete as per drawing and Tech. Specf.

a) M 35grade

HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications

High tensil steel wireslstrands including all accessories for stressing. stressing operations and grouting complete as pe rdrawing and Technical Specifications


Bridges (contd.)

Section 1500 8 1700

Section 150081 700

Section 1500 & 1700

Section 1500(N) & 1700(N)

Section 1600(N)

Section 1800 (N)

Unit

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

cum

tonne

I'ruject: 416 1,wlinf: of TIIIII - A~lnkn~~nl l i Se~lion of N11-5 I)O~IIIICII~: 990XXlKIlI(:l1n11-5 SIIIIIIIIII~~ I I ~ l t cn~ Kntc Annlysis

Roads B t l i g l ~ ~ ~ o j s

Unit Rates (Rs.)

240

158

448

0.60

1000

24520

805

5305

2833

655

607

834

1972

213

16646

1237

5628

Unit

cum

sq.m

Nr

1 c.c

ton

m

m

cum

cum

cum

cum

cum

cum

m

tonne

sqm

sqm

Ref. TO MOST Specification

Description

5.5(B)

58 19

58.20

58.21

58.22.1

58.22.1

58.23

58.24

58.25

50.26

58.27

58.28

58.29

58.30

58.31

58.32

58.33

58.34

Bridges (contd.)

2201&512

51 5

2204(N)

Section 2000 (N)

Section 2MX) (N)

Section 2100 (N)

Section 1500,1600,

Section 1500.1600,

Section 1700

Section 2500 (N)

Section 2500 (N)

Clause 2502 (N)

Clause 2502 (N)

Clause 2205(N)

Asphaltic concrete wearing coat of 40 mm compacted thickness complete as per drawing 8 Specifcations

Bitumen mastic wearing coat excluding Tack coat

Drainage spouts complete as per drawing and Technical Specification

Supply~ng, fitting and fixing in position true to line and level elastometer bearings confirming to IRC:83 (Part-11) Section IX, complete with all accessories as per drawing and Technicla Specifications

Supplying, f i ing and fixing in position true to line and level POT-PTFE bearings suitable for biaxial movement as per drawing and Technicla Specifications

Elastometric Slab Seal type of expansion joint complete as per drawing 8 Technicla Specifications including acceptance testing as specified, to be installed under supervision of a speciaist manufacturer

Reinforced Cement Concorete ailing complete as per drawing and Technical Specification


Plain cement concrete M 15 ordina~y grade levelling course below approach slab complete as per drawing and Technical specification


a) Boulder

Filter material underneath pitching in slopes complete as per drawing and Technical Specification

Pitchsing on slopes with stones complete as per drawing and Technical Specification

Rubble flooring complete as per drawing and Technical Specification


Providing weep holes in Plain Concrete1 Reinforced Concrete abutment. wing walllreturn wall complete as per drawing and Technical Specification

Providing anti-corrosive treatment to HYSD bars with Fusion bonded epoxy coating (FBEC)

Sealing of concrete by Guniting concrete surface with cement mortar applied with compressor after cleaning surface 8 spraying with epoxy complete as per technical specification

Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specifications (Unit = 1 sq.m)

I'ntjcct: 416 I,~ming of Tuni - A n t ~ k ~ ~ ~ n ~ l l i Sedion of NII-5 I)oa~~nrnt: ~'HIXX/KII/(:II~~S Sllmrnnry IB ltcrn Kntc Analysis

Roads & Higlr~~ays

Unit Rates (Rs.)

2019

43 1

891

1301

1941

8

39

100

777

48 1

1195

Unit

Im

Im

Im

No

No

'qm

cum

Sqm

Nr

m

m

Description

Protection Works

Rectangular coveredLined Drain

M 15 Concrete covered Slab

Chute drain

Cutdff wall with dumped rubble

Provision of Catch Pit

Turfing slopes of new banks, with rough grassing preparation of ground. Suplying and planting doob grass roots at 15 cm apart, supplying and spreading farm-yard manure at the rate of 0.18 cum. per 100 Sqm and loosening soil with kassi. Rate per sqm

Sub Analysis: Earthwork ian excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stackaing the excavated and subsequent filling around hume pipelmasonry, in 15 cm layers with compaction including disposal of all surplus soil, as directed within a lead of 30m.

Providing 75mm thick brick lining on drain faces complete as per drawing 8 Technical Specification.

Supplying & fixing of pre-cast slab unit size 940mm X 1500mm X lOOmm in M 20 concrete including cost of all materials, labour, operations etc. and also including the cost of HYSD Reinforcement complete as per drawing 8 Technical specifications for covered drains

Supply, fitting 8 fixing in position of 150mm diameter perforated PVC pipes including the cost of bacWtll material wrapped in geotextile material for sub-surface drain

Providing. laying 8 joining 600 mrn dia. NP4 hume pipes for median drains including the cost of laying 8 compacting backfill providing bedding of cement concrete

5.6 6.01

6.01.1

6.01.2

6.01.3

6.01.4

6.01.5

6.02

6.02.1

' 6.03

6.04

6.05

6.06


Drainage and

Unit Rates (Rs.)

434

268

367

212

332

2835

46

0.70

1203

762

182

144

13939

2367

542

2759

76

545

Unit

Im

Im

Nr

sqm

cum

cum

sqm

Per cm per letter

Nr

Nr

Nr

Nr

cum

cum

m

m

sqm

Nr

1

Description

Others

Provlding plain cement concrete M-20 grade kerbs (cast in situ) as per drawing and technical specifications clause 408.

Providing M-10 grade foundation below concrete kerbs as per drawing and technical specifications clause 408.

Providing concrete pillars of suitable design to close servlce roadlexisting road wherever necessary as per drawing and Technical Specifications M-20 grade

Constructing footpath separator complete as per technical specification clause 409.

Sub Analysis Granular sub-base for footpathlseparators

Sub Analysis M-20 Grade

Paintlng Two coats after filling the surface with synthetic enamel paint in all shades on new plastered surface

Painting New Figures and Letters with synthetic enamel paint in all shades

Providing and fixing R.C.C 5th Kilometre Stone complete as per Drawing and Technical Specifications

Providing and fixing Ordinary Kilometre Stone complete as per Drawing and Technical Specifications

Providing and fixing 200 Metre Stone complete as per Drawing and Technical Specifications

Provid~ng RCC M-15 Boundary Stone complete as per Drawing and Technical Specifications

Sub Analysis PCC 1 :4:8

Providing M 15 grade structural Cement Concrete in medianiisland, complete as per drawing 8 technical specifications

Supplying, fixing & erecting pedestrian guard railing with rolled steel section as per drawing and technical specification

Providing 8 erecting Metal Beam Crash Barrier of dimension & loation as per drawing 8 technical specifications

Palntlng onkerbs in Black &Yellow alternate hands complete as per drawlng 8 Technical Specification

Providing and fixing R C C Guard Post complete as per Drawing and Technical Specificat~ons

SI.Nr

5.7

7 01

702

7.03

7.03.1

7 03.2

7.04

7.05

I

7.06

7.07

7 08

7.90

7 9.1

7.10

1 7.1 1

7 12

7.13

7 14


Miscellaneous and

408

408

409

800

800

800

800

800

800

Clause 803

805

5.8 Provisional Items

Unit Description SI.Nr Unit Rates (Rs.) Ref. To MOST Specification

Nr

Nr

Nr

Nr

Nr

Cutting of Trees Including culting of trunks, branches and removal of stumps including stacking of se~iciable material within a lead of 100 meters and earth filling in the depressionlpit

I) Girth 300rnm-600mm

li) Girth 600rnm-900mm

iii) Girth 900rnm-1800mm

iv) Girth 1800mm-2700mm

v) Girth above 27OQrnm

8 01

801 1

801 2

8.01 3

8.01 4

8.01.5

50

I 0 0

251

4 2 1

1005

201

I

4 (6) laning of tuni - anakapalli nh - 5 district - visakhpatnam vol - vi

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