authority india (6) laning of tuni - anakapalli nh - 5... · the project road for the purpose of...
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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)
Weighted Average for the project
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
Lead charges as per SSR 1999-2000
Section 2 Average lead of A4
Average lead of A5 Average lead of A6
Average lead for the package section
Lead charges as per SSR 1999-2000
Weighted Average for the project
=RS 95.00 (say)
=Rs. (106.00+19.75'2.6) =Rs.157.35 =Rs. 157.50 (say)
Sheet: 2 of 7 Date: November, 2000
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
Lead charges as per SSR 1999-2000
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
Lead charges as per SSR 1999-2000
Section 2 Lead distance from Vishakhapatnam to Ch. 333.00
Lead distance from Vishakhapatnam to Ch. 358.95
Average lead distrance for the project section
Lead charges as per SSR 1999-2000
Weighted Average for the project
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
Lead distance from Vishakhapatnam to Ch. 300.00
Lead distance from Vishakhapatnam to Ch. 333.00
Average lead distance
Lead charges as per SSR 1999-2000
(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
Sheet: 4 of 7 Date: November, 2000
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
Lead charges as per SSR 1999-2000
(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
Lead charges as per SSR 1999-2000
Section 2 Average lead from Vishakhapatnam
Lead charges as per SSR 1999-2000
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)
Sheet: 5 of 7 Date: November, 2000
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
Sheet: 7 of 7 Date: November, 2000
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
Sheet: 1 of 3 Date: November, 2000
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
Sheet: 2 of 3 Date: November, 2000
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
Sheet: 3 of 3 Date: November, 2000
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
Labour MatelSupe~isor Mazdoor
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
Ref. To MOST Specification
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
Sundries including Quality control
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
Sundries including Quality control
Rate for 4.00 cu.m Y +Z
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
Ref. To MOST Specification
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
Ownership. operational and running charges of TipperlDumper 5 to 6 Tonne
Add contractor's profit 10% on item 'B' above
Sundries including Quality control
Rate for 4.00 cu.m Y +Z
Rate per cu.m per km = (Y+Z)14.00
(v) Lead above lOkm
Ownership. operational and running charges of TipperlDumper 5 to 6 Tonne
Add contractor's profit 10% on item 'B' above
Sundries including Quality control
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
Labour MatelSupe~isor Mazdoor
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
Ref. To MOST Specification
305.3.5
Embankment construction
305.3.4
Embankment construction
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
Ref. To MOST Specification
305
Embankment construction
305
Embankment construction
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
Ref. To MOST Specification
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
Ref. To MOST Specification
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
Ref. To MOST Specification
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
Ref. To MOST Specification
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
Ref. To MOST specification
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
4.4 (A) Bituminous Works
Sheet 13 of 75 Date: Novanha, 2000
Revision: RO
Description
4A.03.2 I) On granular surface treated with prime @ 7.5 kg110 Sqm
Ref. To MOST Specification
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
4.4 (A) Bituminous Works
4A 04
Ref. To MOST Specification
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
4.4 (A) Bituminous Works
( 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
Ref. To MOST Specification
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
Ref. To MOST Specification
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
4.4 (A) Bituminous Works
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
Through rate per Sqm
4A.07
A
Ref. To MOST Specification
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
Through rate per 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
Ref. To MOST Specification
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
Ref. To MOST Specification
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
Ref. To MOST Specification
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.
iii) Mazdoor for dressing sides, bottom, 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
Ref. To MOST Specification
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
Ref. To MOST Specification
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
Labour Mason Mazdoor Bhisti
Contractor's profit and overhead @ 15%
5A.04
- 5A.04.1
5A.05
Ref. To MOST Specification
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
Mason Mazdoor Bhisti Mate
Sundries
Machinery
Hire charges for concrete mixer Hire charges for needle vibrator
5A.06
- 5A.ffi.1
- 5A.06.2
Ref. To MOST specification
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
Tonne Cum. Cum. Cum. Cum.
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
Hire charges for concrete mixer Hire charges for needle vibrator
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
Ref. To MOST Specification
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
Mason Mazdoor Bhisti Mate
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
Labour Mason Mazdoor Bhisti Mate
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)
Contractor's profit 8 overhead charges @ 15%
Rate per cum
5A.07.2
- 5A.07.3
Ref. To MOST Specification
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
Mason Mazdoor Bhisti Mate
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
Mason Mazdoor Bhisti Mate
5A.07.4
5A.08
- 5A.08.1
Ref. To MOST specification
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:
Hire charges of Concrete mixer Hire charges of Needle vibrator
Sundries
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 supersbucture.
5A.08.1 contd.
Ref. To MOST Specification
4.5(A) Culverts
Shtct 30 of 7 1 Date: November. 2000
Revision: RO
Rmds & Highways
5A.9
5A.10
Ref. To MOST Specification
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
Ref. To MOST specification
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
Tonne Cum. Cum. Cum. Cum.
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
Contractor's profit and overhead @ 15%
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
Ref. To MOST specification
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
Contractor's profit and overhead @ 15%
Rate per cum
5A.15
5A.16
5A.17
Ref. To MOST Specification
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.
Ref. To MOST Specification
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.
iii) Mazdoor for dressing sides, bottom, 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'
iii) Mazdoor for dressing sides, bottom, etc.
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
Earth work in excavation of foundation for structures complete as per drawings and Technical Specification
a) Ordinary Soil Unit = 10 cum.
Depth upto 3 m
Material
Labour
58.01
58.01 .I
58.01 1.1
Ref. To MOST Specification
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)
Labour Mazdoor Bhisti
Sundries
Contradots profit and overhead @ 20% i.e.. Rate per cum
b) Gravel material
Material Gravel Material
Labour Mazdoor Bhisti
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.
Labour Mazdoor Bhisti
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
Ref. To MOST Specification
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
Labour Mason Mazdoor Bhisti
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
Ref. To MOST Specification
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
Tonne Cum. Cum. Cum. Cum.
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
Hire charges for concrete mixer Hire charges for needle vibrator
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
Hire charges for concrete mixer Hire charges for needle vibrator
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
Tonne Cum. Cum. Cum. Cum.
Each Each Each Each
L.S.
Hour Hour Hour
Tonne Cum. Cum.
Each Each Each Each
L.S.
Hour Hour Hour
Description
Labour Mason Mazdoor Bhisti Mate
Sundries Machinery
Hire charges for concrete mixer Hire charges for needle vibrator
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
Labour Mason Mazdoor Bhisti Mate
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
Labour Mason Mazdoor Bhisti Mate
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
Ref. To MOST Specification
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
Ref. To MOST Specification
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
Tonne Cum. Cum. Cum. Cum.
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
Ref. To MOST Specification
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)
Labour Mazdoor Bhisti
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
Ref. To MOST specification
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
Ref. To MOST Specification
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
Tonne Cum. Cum. Cum. Cum.
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
Mason Mazdoor Bhisti Mate
Sundries
Machinery
Hire charges for concrete mixer Hire charges for needle vibrator
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
Ref. To MOST Specification
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
Mason Mazdoor Bhisti Mate
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
Labour Mason Mazdoor Bhisti Mate
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
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
Ref. To MOST Specification
4.5. (A) Bridges
Ref. To MOST Specification
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
Labour Mason Mazdoor Bhisti Mate
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 (materials & labour)
Contractor's profit and overhead @ 35%
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
Mason Mazdoor Bhisti Mate
- 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:
Hire charges of Concrete mixer Hire charges of Needle vibrator
Sundries
Add extra labour for working at height @ 5 % of cost of labour 8 materials
Extra for controlled concrete @ 1% of total cost
58.15 1 contd
Quantity
0.50 0.50
58.15.1.1
58.15.1.2
58.15.1.3
58.152
Ref. To MOST Specification
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
Contractor's profit 8 overheads @ 35 %
b) For T-Beam 8 SLAB cost is
Formwork for Box Girder 8 Balanced Cantiliver. add 45% of cost of concrete
Contractor's profit 8 overheads @ 35 %
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:
Hire charges of Concrete mixer Hire charges of Needle vibrator
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
Extra for controlled concrete @ 1 % of total cost
For forrnwork for solid slab superstructure, add 20% of cost of concrete
Contractots profit 8 overheads @ 35 %
a) For Solid Slab Super Structure cost is
Forrnwork for T-Beam &Slab . add 30% of cost of concrete
Contractor's profit 8 overheads g 35 %
b) For T-Beam 8 SLAB cost is
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
Mason Mazdoor Bhisti Mate
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
Add extra labour for working at height @ 5 % of cost of labour 8 materials
Extra for controlled concrete @ 1% oftotal cost
For formwork for solid slab superstructure, add 20% of cost of concrete
Contractots profit 8 overheads @ 35 %
a) For Solid Slab Super Structure cost is
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
Ref. To MOST specification
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
Contractor's profit 8 overheads @ 35 %
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
Ref. To MOST Specification
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.
Ref. To MOST Specification
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
Ref. To MOST Specification
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
Contractor's profit and overhead @ 35%
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
Ref. To MOST Specification
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
Ref. To MOST Specification
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
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 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
Labour Mason Mazdoor Bhisti Mate
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
Contractots profit and overhead @ 35%
Laying apron complete as per drawing and Technical Specification
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
Ref. To MOST Specification
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%
Contractots profit and overhead @ 35%
Rate per cum Rubble flooring complete as per drawing and Technical Specification
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 Masonistone cutterlstone packer Mazdoor
Sundries
Contractots profit and overhead @ 35%
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
Contractor's profit and overhead @ 35%
58.29
58.30
58 31
Ref. To MOST Specification
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
Ref. To MOST Specification
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)
4.6 Drainage and Protection Works
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.
Ref to MOST Specification
4.6 Drainage and Protection Works
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
Ref to MOST Specification
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
Ref. To MOST Specification
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
Each Each Each Each Each
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
Ref. To MOST Specification
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
Ref. To MOST Specification
800
800
800
4.7 Miscellaneous and Others
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
Cement Concrete 1 :4:8
Excavation in Foundation
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
Cement Concrete 1 :4:8
Excavation in Foundation
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
Excavation in Foundation
Plastering
Cost including C.PJ0.H. (as the rates are taken from item rates) Rate per No.
7.07
7.08
7.90
Ref. To MOST Specification
800
800
800
4.7 Miscellaneous and Others
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
Each Each Each Each Each
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
Contractor's profit 8 overhead charges @ 10%
for form work add 5% of cost of concrete (material 6b Labour)
cost per cum
7.9.1
7.9.1 cond.
7.1
Ref. To MOST Specification
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
4.7 Miscellaneous and Others
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
Ref. To MOST Specification
4.7 Miscellaneous and Others
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.
Ref. To MOST Specification
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 un- serviceable 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
Ref. To MOST Specification
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
Ref. To MOST Specification
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
Ref. To MOST Specification
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
Ref. To MOST Specification
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
Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification
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
Ref. To MOST Specification
Culverts contd.
Section 1500 8 1700
Section 1600 (N)
Reinforced Cement Concrete railing complete as per drawing and Technical Specification
Reinforced Cement Concrete approach slab including reinforcement and form work 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
Ref. To MOST Specification
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
Earth work in excavation of foundation for structures complete as per drawings and Technical Specification
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
Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification
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
Ref. To MOST Specification
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
a) For Solid Slab Super Structure cost is
b) For T-Beam 8 SLAB cost is
c) For Box Girder & Balanced Cantiliver cost is
C) M 35 grade
a) For Solid Slab Super Structure cost is
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
Ref. To MOST Specification
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
Reinforced Cement Concrete approach slab including reinforcement and form work 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
Laying apron 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
a) Rubble stone laid in cement mortar 1 :3
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
Ref. To MOST Specification
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
Ref. To MOST Specification
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