416 section nh-5 - national highways authority of india (6) laning of tuni - anakapalli nh -...
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National Highways Authority of India (Ministry of Surface Transport)
Government of India
416 LANING OF TUN1 - ANAKAPALLI SECTION OF NH-5
Volume VII - Detailed Cost Estimates
Package IV-A from km 300.000L to km 358.947 (Tuni - Anakapalli)
District - Visakhapatnam
November 2000
-- . C,ONSUl.TING ENGINEERING SERVICES ( INDIA ) 1,IhIITEI) 0 57. S E H R U PI.ACF. ( S T B FLOOR). NE\\' DEI.III - llU014 ?,w,:
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 REGO. OFFICE : 57 NEHRU PLACE (5TH FLOOR). NEW DELHl - 110019. PHONES : 6485284.6465484.6465485. 6436925,6427 159 E-mail . [email protected] Websile www.cesinter.com Fax : 91 -1 1-6460409 Grams CONSENGERS
Our Ref No C)',OXX/RH/1274 10"' Novcn~bcr. 2000
To Thc Gcncral Manager (East) National Highway Authority of India B-529: Ncnf Fricnds Colony New Dclhi - l I0 065
(Fax No: 693 4145)
For Kind Attention: 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 (krn 35912) in Vijaywada - Visakapatnam Section of NH-5 in State of Andhra Pradesh - Package IV-A.
Dear Sir.
Reference letter dated 1 5 ~ 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 Rates as a part of Detailed Project Report.
The draft cost estimates submitted under our letter no. 9 9 0 8 8 W 1 0 3 3 dated 30'"eptember, 2000 \\ere discussed by the undersigned with Mr. S. C. Saluja CGM(Tech.) and his observations have been incorporated.
TliatAing )-ou and assuring you of our best services at all times.
Yours faitl&ull>.,
(India) Liii~ited
!
eani Leader
Copy to: Mr. S. C. Saluja Chief General Manager (Tech.) National Highway Autl~oril?~ of India (Ministn of S~irracc Transport) I . Eastern A\.cnue. Maharani Bag11 New Dclhi - 1 10 06i
Fa\ No.: 0 1 1-693 1807
I'rqjcct: 416 1,aning of NN-5 from l'uni to Aliukapalli 1)ocument: O:\99OXX\KII\Vol. VII\ Contents 1)ctailecl Cost Estimates
SI1cu.L 1 of' I Ihtc: Noveml)er, 2000
Revision: It0
CONTENTS
VOLUME - VII
I Description I
EXECUTIVE SUMMARY
CHAPTER-I: COST ESTIMATES
A CHAPTER-2: ABSTRACT OF COST
CHAPTER-3: ABSTRACT OF QUANTITIES
CHAPTER-4: DETAILS OF ABSTRACT OF QUANTITIES
CALCULATION SHEETS
No. of' Pages
Executive Summary
13ro,ject: 416 Laning of NH-5 from Tuni to Anakapalli Sheet: 1 of 22 1)ocumcnt: D:\99088\RH\Vol. VII Date: November, 2000
I e Exccr~tive Summary Revision: HO
EXECUTIVE SUMMARY
0.1 Background
The Ministry of Surface Transport, Government of India, has directed the National Highway
Authority of India (NHAI) to take up the development of various NH corridors of the Golden Quadrangle, linking the four major metropolitan cities, i.e. Delhi to Calcutta (NH-2). Calcutta to
Chennai (NH-5 and NH-6). Chennai to Mumbai through Bangalore (NH-4 and NH-46) and
Mumbai to Delhi (NH-8). The upgradation programme will be financed through budgetary
resources with or without international funding agencies or BOT basis.
This report deals with the strengthening and widening of existing 2 lane section of NH 5 from
Tuni (km 30010) to Anakapalli (km 359/2), Andhra Pradesh to partially access controlled fourlsix
lane divided carriageway designated as Package IV-A. This road section is in the district of
Visakhapatnam. Beyond Visakhapatnam, NH-5 serves as a link with the states of Orissa and West
Bengal.
NHAI after inviting proposals from selected consultants awarded the work to Consulting
Engineering Services (India) Limited, New Delhi to provide consulting services for the
preparation of detailed project report for rehabilitation and upgrading to 416 lane divided
carriageway configuration. The study has been carried out in 4 stages including all engineering
activities, i.e. Inception Report, Feasibility Study, Preliminary Project Design and Final Detailea
Project Report including contract and tender documents. This report is the final stage of the four
stage study including the including the engineering activities.
The entire stretch of the project road passes through flat terrain and rich agricultural land, Rice is
the main agricultural produce. There are built up residential areas, commercial establishments
and petrol pumps in the urban areas on both sides of the road.
The average formation width of the project road is 12 m. It is a 2 lane National Highway having
an average carriageway width of 7 m with upto 1.5 m wide earthen shoulders on each side. The
alignment is in general on an embankment with height varying from 0.5 m to 3.0 ni except at
~najor bridges where it increases up to 5 m.
The road section passes through many urban settlements of which Ellama~~cliilli, located midway.
is the largest. These urban stretches act as bottlenecks to free flow of traffic due to intermixing ot
local and through traffic. presence of ribbon developlnent and uncontrolled access from s ~ d e
roads.
The Traffic volume in various sections of project road, as per survey of October. I999 ri111ges
from 15565 to 21805 PCU's. Traffic studies have shown that the existing 2 lane road betwecn
Ellamanchilli and Anakapalli which is presently operating at Level of Service 'C' will reach LOS -. - I)l:'TAII,El) IJKOJECT REI'OK'I' KOAIX AND HIGHHVA )'S
I'rc!ject: 416 1,aning of Nil-5 from 'l'uni to Anakapalli Sheet: 2 of 22 1)ocument: I):\99088\HI~\Vol. VII Date: Novemher, 2000 ICxecutivc Summary -- - Revision: KO
'D ' by the year 2003 and the remaining stretch by year 2006. Therefore, to cope up with the
growing traftic and to provide a desirable level of service, the road requires ilnprovernent to 3
lanes Traffic forecasts also indicate the need for further up gradation of various sections to 6
lanes commencing from year 2020 onwards.
The detailed studies have been carried out for a six lane road project but due to encroachments
and heavy cost of construction, i t was decided to construct a 4-lane divided carriageway in the
initial stage. I t is proposed to retain the existing 2 lane bridges and to rehabilitate old bridges.
The new bridges will have 3-lane carriageway.
There are two existing railway level crossings at Ellamanchilli (km 332.750) and Bayyavaram km
(344.885). The survey indicates a heavy delay at these crossings with total stopping delay of 1088
vehicle hours at both the crossings. Railway Over Bridges are necessary to obviate these delays.
The new ROB's are proposed to be of 6-lane carriageway.
Scope of Work
The scope of services required under Detailed Project Report are as follows:
ii)
iii)
iv )
v) v i)
vii)
viii)
is)
S)
xi) sii)
siii)
siv)
I\,)
Detailed design and drawings of road including widening proposals, proposed cross
sections, geometrical improvement, median openings, profile of road in relation to HFL, improvements, and protection works
Design of pavement
Design of high embankment
Design and working drawings of culverts
Design of intersections and other ancillary works
Detailed design and working drawings for Bridges and ROB's
Technical specifications
Environtnental, Rehabilitation and Resettlement Assessment
Project costing
Econolnic and commercial analysis
Reports, Documents and Drawings
Bid documents for execution of civil works
Working drawings for Engineer's, PIU colnples
Dra\vings for Truck lay byes, Bus bays and Bus shelters
Des~grl 1 Drawing of Toll Plaza
0.2 Detailed Desigu of Road, Pavement, High Emba~~kme~l t
I) Project Road Chainages
Tile project road designated package IV-A refers to the chain;tges froln km 300.000 to
359.200 ot' existing National Highway. The esisting A11akap;llli bypass starts from km
353.0 and loills the old NH-5 after skirting the town and is marked with kilometer stones --
I ) l ~ f i t I l . I ~ I ) I'KOJECT KEI'OKI' KOAI)S A N D IfI(;HI\'AYS I>\.,'M~\,,II.W H I , . . , tl,l,.U ,,,\l\.*,\,\, I*"
I'ro]cct: 416 Laning of NH-5 from Tuni to Anakapalli Shect: 3 ol' 22 1)ocurncnt: 1~:\9%)88\RH\Vol. VII Date: November, 2000 Executive Summary -- Revision: KO
0,1,2, etc. upto 6. The end point of the project road is on the old NH-5 at chainage knl
359.200.
The new project road chainage at start point remains as krn 300.00, however the end
point chainage (km 359.2) now works out to km 358.947. Reference in the report is to I
the new project chainage, unless mentioned otherwise. I
i i) Road Design
Based on profile and digital model developed from the topographic survey using the
software, plan and profile sheets to the scale of 1:2500 and 1:250 vertical scale have been
prepared.
The plans and profile give setting out data, existing features, construction limits, ROW
limits, intersections layouts, existing ground levels, proposed finished profile, connecting
roads, details of utilities, drainage, etc. and are available in the drawing volume.
iii) Material Report
The material report has been prepared based on the field investigation carried out for:
Sources of borrow area soil and the laboratory tests on quality of the material and
suitability as embankment and sub-grade material
Sources of quarries and laboratory test results, quantity and suitability as
pavement materials
Sources and quality of water for suitability for use in construction
Existing sub-soil evaluation results
Mass haulage diagrams of borrow area soils
iv) High Embankment
Design of high embankments was prepared on the basis of:
Properties of the embankment material
Evaluation of the sub-soil results obtained from borings
The factors taken into consideration are:
Stability of high embankment slopes
Anticipated settlement of high embankments
Protective measures of high embankment approaclles
I)I:'?i\ll.BI) I'KOJECT REPOK?'
I I'rojcct: 416 1,aning of NH-5 from 'I'uni to Anakapalli Sheet: 4 ol' 22 Document: I):\!J90XX\KH\Vol. V I I Date: November, 2000 * Executive Summary - - Revision: KO --
V ) Pavement Design
Pavement design is based on:
Design standards established
On the outputs of pavement investigations and the road condition survey carried
out
Design of flexible pavement is for 10 years life based on IRC and AASHTO
methods. Subsequent overlays designed for every 5 years
Rigid pavement has been designed for 30 year design life based AASHTO' 93,
PCA and AUST ROAD.
Both the rigid concrete and flexible pavement combinations have been examined. Based
on life cycle costing on present value, the concrete pavement has worked out slightly
expensive. However, keeping the impending shortages of petroleum products including
bitumen in view as also the increased production capacity of cement in the country, rigid
pavement has been provided for bypasses, realigned stretches and continuos stretches of
additional 2-lanes. Flexible pavement has been provided for strengthening of existing
roads, its widening and for symmetrically widened stretches.
Pavement investigations have shown that the overall results of the road are varying. Four
segments of total length 5.25 kms between km. 300.000 to 300.250, 318.000 to 320.000.
354.750 to 356.250 and 357.000 to 358.500 require DBM above 190 mm and have been
proposed for reconstruction.
Design Report, submitted separately as Volume - 11, deals with strengthening layers and
new pavement. The design thickness of overlay over existing bituminous surface and that
of new pavement are as under:-
a) The design thickness of overlays are as under:
Bituminous Concrete 50 111m
Dense Bituminous Macadam 50 mm to 190 mln
b) The design thickness of new pavement is as follows:
Bituminous Concrete 50 nlrn
Dense Bitulni~lous Macadan1 180 111111 to 190 llllll
Wet Mix Macadam 250 mm
Granular Sub-Base 250 mm
- --
DETAILED I'KOJECT KEI'OHT KOA I).S ti A'/) HIGH \VA l'.j
,, \ r n > , , , ' K t, <,.,, 8 t1t.R \,I b, \, h,\, ImN
I'rqjcct: 416 1,aning of NH-5 from 'Tuni to Anakapolli Shwt: 5 ol' 22 1)ocument: D:\99088\RH\Vol. VII 1)ate: Noveml)cr, 2000 Ia;xecutive Summary Kcvision: It0
Over the embankment or top of existing surface a 500 mm thick subgrade of CBR 10 will
be constructed.
vi) Upgradation Proposals
The following urban stretches are heavily congested for which bypasses have been
provided.
a) Adda Road - km 312.250 to 314.025 (1.775 km)
b) Ellamanchilli - km 325.650 to 332.950 (7.300 km)
A new bridge is to be constructed to replace the existing Rangabadu ~ e d d a river bridge at
km 344.02. Further, a R .0 .B is proposed in place of the existing level crossing at km
344.800. Both the new structures are being constructed towards the upstream side and the
road segment from km 343.350 to 345.500 is being realigned with a 4 lane rigid
pavement. Similarly, a segment from km 321.90 to km 322.775 has also been realigned
and provided as 4-lane rigid section. The overall length of the types of pavement
structures are as under:
vii) Design Cross Sections & Service Roads
Length 1 l
17.729 km ~ S1. No. a)
b)
c)
Based on the projected traffic volume. future provision of 6-lane cross sections were
evolved. Provision of service road had also been made to meet the local requirements of
urban areas for segregating the local traffic from through traftic. The constructability of
six lane road along with service road in urban areas was esa~nined at site. I t was
observed that the ROW along the existing road has heavy ribbon development in the
urban stretches. Acquisition of additional land in built up areas \\.auld be difficult. cause
considerable time delays and possible social-unrest. The cost of the project would also
increase. I t was therefore decided to execute the work in stages. In the first phase it is
proposed to provide a 4 lane divided carriageway with linlited service roads. Widening of
the road to six lane carriageway with service roads could he taken up in subsequen~
phase. Accordingly the report and the cost estimate has bct11 prepared for a 4-lane
divided carriageway.
Upgradation Proposal
Flexible pavements for strengthening and new flexible
DETAII.EI) I'ROJECT REPORT ROAIIS AND HIGH 1VA Y)'S t ) ~vw%~!#>I~N R ~ , ~ ~ s ~ ! I ~ I ? ~ \ ~ l ~ ~ ~ . ~ l ' ~ l ~ l . l x K '
Total I 58.947 km
pavement Flexible pavement for strengthening and rigid pavement for new carriageway New 4 lane divided carriageway with rigid pavement for bypasses and realigned section
I
28.878 km 1 i I
12.340 km
I'rckjcci: 415 I,aning of NH-5 from Tuni to Anakapalli Sheet: 5 of 22 1)ocumcnt: 1>:\99088\KH\Vol. VII Date: November, 2000 Executivc Summary Revision: KO
viii) Median:
Central median of 5.00 metres width is planned for divided carriageway. I t is proposed to
have a raised median (Refer Fig. -1). The length of 5 . 0 m raised median works out to be
41815 m. In high embankments, a 2 .5 m median width has been provided. Total length of
2.5 m median is 1933 m. In built up area it is proposed to have a 1.2 m median. The
length of 1.2 m median is 15202 m (Refer Fig. -2).
ix) Shoulders width:
Paved shoulders and gravel shoulders each of 1.5 metre width have been provided. The
crust design for the paved shoulders shall be the same as of main carriageway.
X) Design of Culverts
Detailed design of individual culverts has been prepared based on:
Condition of the existing culverts
Adequacy of waterway to cater for the present day discharge
Widening to four lanes or reconstruction of the existing culvert to four lanes
Necessity of any new culverts
Design based as IRC SP: 13 - 1973
Rehabilitation/Strengthening/Repairs to existing culverts
Road Junctions:
All the 9 intersections which include 5 new junctions formed by realignment of Adda road and
Ella~nanchilli are at grade and have been designed on the basis of typical layouts recommended
for National Highways by Ministry of Surface Transport, Government of India. Major junctions
have been checked against traffic on the basis of selective junction and counts. Typical layout of
one "Y" type junction is given in Fig. 3 and of a 4-legged junction is given in Fig. 4.
Toll Plazas
The Toll Plaza has been provided at km 304.500 near Tuni and will provide 4-lanes in each
direction. Provision for 2 additional lanes to cater for increased traffic in year 2020 has been
made.
Fully functic>nal To11 Plaza Complex is proposed and the sanle will include Administrative huilding with provision for Reception, Toll Superintendent Office. General Office. Dinning CQ
Rest Room, Record Room, Toilets for public and toll plaza staff, Kitcl~enette. Emergency Utilily.
First Aid Room. Police I'ost, working facilities, overhead water rank. open storage area.
--
I>ETAIl.EI) PROJECT REPORT ROADS AND HICIf\I>l VS I, i*lt,hh,l,,~"Y~ ,..#, llll* \,I'F\.SI1b1\I.IXlI
I'rc!jc%t: 416 I,aning of Nil-5 from 'runi to Annkapalli Shcct: 7 of 22 I)ocumenl: I>:\99088\KH\Vol. VII 1)nte: Novcml)cr, 2000 Executive Summary Revision: I<O
Generator Building. High Mast Illuminating System. Overhead Signs, Pavement Marking ant1
Landscaping etc.
The provision also includes electrically operated tollgates. semi automatic type toll collecting
system, entry lane control equipment, permanent toll booths, ticket issuing machine, computer
systems for controlling and operating these systems, fire fighting equipment and audio visual
alarm system, standby generating sets, and other accessories etc.
Wayside Amenities
The demand of wayside amenities was estimated by the consultant on the basis of guidelines and
planning norms of "MOST 1996". A comparison of existing supply of various amenities
available along the corridor showed that sufficient number of facilities such as eating places with
rest facility, fuel stations, repair shops etc. are available to cater to the requirements of truck
drivers and other passengers on the highway. However, for improved santilation, new toilet
facilities have been provided near truck lay byes.
Truck Lay Byes
A truck parking facilities have been provided to cater for parking of 350 trucks along the road at
the following four locations:
(a) Adda Road Krn 310.750
(b) Ellamanchilli Km 335.450
( c ) Kasimkota Km 35 1.400
(d) Anakapalli Km 355.150
Bus Bays
Bus bays have been provided at eight bus stop locations on both sides of the roads to cater for the
needs of passengers. A covered bus bay shelter 4 .0 m x 4 .0 111 has been provided at eacli
location.
Bridges 8: Structures
There are a total of 16 bridges on the project road. This report has considered the improvenients
necessary to rehabilitate and extend the life of these existing bridges.
The bridge over Rangabalu Geda river at km 344.02 is weak and \vo111d require reconstructio~l.
Another bridge at chainage km 329.284 falls on the stretch which \\,oulii be bypassed and for (lie
crossing of the water channel at upstream a culvert is considered ;~dequate. Fur[lier. 3 nos.
existing cailseways \vould require construction of bridges. Thus a total of 18 nos. new bridges.
-~ -
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Prctjcct: 416 Laning of NH-5 from Tuni to Anakapalli Sheet: 8 of 22 1)ocument: 1):\99088\RH\Vol. VII Date: November, 2000
\ . Executive Summary -- Revision: KO
of which are major (more than 30m clear span) and 14 minor would he constructed on the project
road.
Two railway level crossings exist at km 332.750 near Ellatnanchilli and at km 344.885 near
Bayyavaram. The survey conducted at these crossing indicate substantial stopping delays of 1088
vehicle hours which adversely affects the capacity of highway 2 nos. ROB'S have been provided
at these crossings.
Details of proposed structures are given in Table-1.
0.4 Design Criteria
Based on approved design criteria and sub-soil investigations, the detailed design of foundations,
sub-structure, super-structure, bearings, miscellaneous items and protective works for all bridges
have been prepared making maximum use of computer based techniques.
i) Specification and Design Criteria
IRC Codes for bridges like IRC 5-1998, IRC 6-1966, IRC 18-1985, IRC 21-1987, IRC 40-1993, IRC 45-1972, IRC 78-1994, IRC 83-1982, IRC 83-1996, IRC 87-1984, IRC 89-1997, IRC SP:33 and Ministry of Transport circulars.
ii) Carriageway Width
The carriageway widths provided are as follows :
Bridge Detail Overall Width Clear Carriageway Width
- Bridges without footpaths : 12.1 metres - Bridges with one side
footpath : 13.9 metres
It is proposed to provide 3-lane new bridges and retain the existing bridges
iii) Live Load
The structures have been designed for one lane of IRC class 70R together with one lane
of class ' A ' or three lanes of IRC class 'A ' loading whichever is more severe.
iv) Footpaths
Footpaths are designed for a live load of 5 KNlnl2
DET.41LEI) PROJECT REPORT ,,.\Y"OI*',~IY" ..,.>.I \,II.u \ ! l~r \ -S,~\1b1 In)<
ROADS AND HIGH 1VA YS
I'rt~jcri: 416 1,aning of' NH-5 from 'l'uni to Anakapalli Sheet: 9 of 22 I)ocume~~t: 1):\990XX\UH\Vol. VII 1)ate: Novcml~cr, 2000 1Sxccutivc Summary Revision: I<O
Table - 1
Details of Proposed Bridges and ROB'S
' I ‘ ~ P C of SUII- I 'rype of
I
2
3
4
5
/ 9 1 32213 1 321.645 1 lx24.5 1 STG(18DEG) / COUNTERFORT / OPEN ~
No. No. 1 (Km) Arrangement Superstructure \tructure 1 Foundation , I I I I I . . r . r ..,A. I
Type of SI.
6
7
8
30111
30612
31511
31512
31513
Bridge I New Chainage
31611
31711
31911
lo
Proposed Span
300.150
305.308
314.231
314.437
3 14.972
l2
315 850
316.047
318.238
t x . Causeway
EX. Causeway
14
15
1x12,s
1x7.5
1~21.9
1x8.1
1x6.4
Ex. Causeway
1 16
I 17
-.
I)I?'I'AII.l:'l) I'KOJECI' KEI'OKI' KOAI).S .AN11 ItICH \\'/I 1
1x7 2
lx6.0
4x26
331.180
332.163
13 i 33512 i
33711
34111
l 8
19
20
TG
SS
TG
SS
SS
333.690
3451 1
348; 1
SSS(15DEG)
SS
TG
lx26.6
lx26.6
334.242
335.904
340.561
No h4 ; l rk ln~
ROB
ROB
K1.L W A L L
TYPE KCC WALI-
TYPE KCC WALL
TYPE KCC WALL
TYPE RCC
COUNTERFORT
1x21.9
343.850
347.036
OPEN +
OPEN
OPEN
OPEN
OPEN 1
TYPE RCC WALL
TYPE RCC WALL
TYPE RCC WALL
TYPE RCC
TG / COUNTERFORT TYPE
1~10 .8
1 ~ 1 3 . 5
5x24.6
353.650
326.112 (CIL)
311.859 (Cll.)
OPEN
OPEE;
WELL
OPEN 1 ;
TG
2~23.82
1~14 .4
SS
TG
TG
COIINTERFOR'r' OPEN TG 1 I'YPE
--
KCC f TG 1 COI~N'TEKFOKT , OPES
7~21 .1
1x312
2~28 .0
TG
COUNTERFORT / OPEN 1
TYPE K?C WALI.
TG
PSC TG(25DEG)
PSC TG(25DEG) - __L---
RCC I i
COUNTERFORT 1 OPEN i TYPE
I i
RCC
TYPE RCC WALL
TYPE RCC
COUNTERFORT TYPE
RCC WALL TYPE KCC
i
OPEN 1
I
OPEN
- WELL
-
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V ) Seismic Force
Seismic force has been considered as per clause 222 of IRC-6- 1966
vi) Wind and Temperature Effects
The effect of wind and temperature will be considered as specified in IRC 6-1966.
0.4.1 Soil Parameters
The soil parameters and safe bearing capacity of the soil adopted are as per bore log data and
testing of sub-surface soil.
0.4.2 Type of Structure
The design of superstructure and sub-structure were standardized taking into account the site
conditions, time for construction and type of structure to be adopted.
0.4.3 Computer Aided Design
The bridge designs are based on the software of Computer Aided Design developed in house ar
CES. The designs involved are :
Concrete solid slabs
Concrete T-girder
Prestressed T-beam
CC & RCC well foundations
RCC retaining walls
0.4.4 Grade of Concrete
Grade of concrete for various components of bridge structure shall be as under
a) For RCC slab bridges
Superstructure M 25 / M 30
Substructure/returns : M 25
Foundation M 25
b) PSC superstructure bridges
Superstructure M 40
Substructure M 30
In prestress concrete. high capacity tendons of 19T13 are proposed and for KCC structures.
I-lYSD reinforcement of S-415 grade is proposed. ,
I)ETAII,I?L, PROJECT REI'ORT KOALIS AN11 HIGHM'AYS I> IVWIWiil)l.K W C I ~ ~ S I ! I I I . X I II\E\-SI'IIIt IXH
I'ro,ject: 416 Laning of NH-5 from 'runi to Anakapalli Shcet: I l 01 22 - 1)ocumeni: 1>:\99088\HH\Vol. VII Ilatc: November, 2000 - I<xeculive Summary -- Itevision: KO -- -- - - -
Following types of bearings are proposed :
For spans up to 6 m Paper bearings
For spans from 6m to 26 m : Elastomeric bearings
PSC T-beam structures POTIPTFE bearings
0.5 Design of Bridges I 0.5.1 General I
I
A bridge-wise brief description of the existing bridge structures and the proposed new three lane
bridges to be constructed adjoining the existing bridges is presented below. Type of structure I
adopted for the bridges at different locations has been decided from the consideration of cost
effectiveness, aesthetics, construction techniques and suitability for the site conditions.
0.5.2 Type of bridges proposed
Wherever possible, small spans have been replaced by long spans in multiples of existing span
lengths to reduce number of expansion joints and thus achieve better riding quality. The
structures proposed are innovative type having different types of superstructure viz. RCC solid
slab, RCC T-beam, PSC T-girder.
0.5.3 Hydraulic Considerations
Depending upon the design discharge, scour depth and soil characteristics open, or well type of
foundations have been proposed. Hydrological data for the bridges including calculations for
waterway and scour depth etc. for design of foundations and fixing of deck levels have been
given in Volu~ne I1 of Detailed Project Report.
0.5.4 Geotechnical Data
Subsoil Investigation Report covering the analysis of data along with borelog summary for each of the bridges has also been presented in Volume I1 of the Detailed Project Reporr.
0 .5.5 Carriageway width
Most of the bridges in project stretch have existing carriageway width of two lane or Inore. Only
one bridge at km 344.028 (paruvad param bridge) is of carriageway width less than two lanes
(5.5 111). This bridge is recommended to be abandoned considering its poor condition and a n r n
six lane bridge has been proposed in place of existing one. No other structure is found of less
than two lane carriageway width in project road. So, no other bridge \\~ould be rrquirrtl
immediate widening.
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I'ro,jcct: 416 I'aning of NH-5 from 'l'uni to Anakapalli Shcct: 12 of 22 1)ocumcnt: 0:\990RX\RN\Vol. VII Ilatc: Novcrnher, 2000
1 - Executive Summary - . . Revision: RO
0.6 Bridge-wise Details
0.6. 1 Minor bridge at km 300.15
The existing bridge at km 300.15 has 3 RCC slab type span of 4.3m, 4.35m, 4.22m with piers,
abutments, and wing walls made of concrete. The bridge has a clear carriageway width of 7. lm.
The repairs and rehabilitation work of this bridge has been proposed.
The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 3
spans, it is proposed to provide single span of 12.8m (c/c of expansion joints) with RCC T-beam
on RCC cantilever-wall type abutments. This will improve riding condition of the bridge.
The cantilever wall type abutments will have RCC open foundations. The clear carriageway width will be 11.15m with no provision for footpaths.
0.6.2 Minor bridge at km 305.308
The existing bridge at km 305.308 has 3 RCC slab type span of 2.5m. The bridge has a clear
carriageway width of 7.3m. The repairs and rehabilitation work of this bridge has been proposed.
The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 3
spans, it is proposed to provide single span of 7.5m (clc of expansion joints) with RCC solid slab
on RCC cantilever-wall type abutments. This will improve riding condition of the bridge.
The cantilever wall type abutments will have RCC open foundations. The clear carriageway width
will be 11 .Om with no provision for footpaths.
0.6.3 Minor bridge at km 314.23 1
The existing bridge at km 314.231 has 5 RCC slab type (earlier arch) span of 4 . 3 ~ . 5.3m. 5.6m.
3.5111, 3.2m with piers, abutments, and wing walls made of concrete. The bridge has a clear
carriageway width of 7.41n. The repairs and rehabilitation work of this bridge has been proposed.
The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 5
spans, it is proposed to provide single span of 21.9m (clc of expansio~l joints) \\Jitll RCC T-beam
on RCC cantilever-wall type abutments. This will improve riding qualit!. of the bridge.
The cantilever type abutments will have RCC open foundations. The carriage\\.ir!; width \\,ill he
I1.15m \\.it11 no provision for footpaths.
.-
I)E-I'AII.EI) I'KOJEC-I' KEPOK?' KOAI)S .*liVI) III(;IIIVA)'S
I'rojecl: 416 1,aning of NH-5 from 'Tuni to Anakapalli Sheet: 13 of 22 I)ocument: I):\!J!J088\KH\Vol. V I I IPatc: Noveml)cr, 2000 Execulivc Summary . --- Revision: It0
0.6 .4 Minor bridge at km 314.437
'The bridge at k ~ n 314.437 has 3 RCC slab type span of 2.71~1 with piers, abutments, and wing
walls made of stone masonry. The bridge has a clear carriageway width with of 11.81n. The
repairs and rehabilitation work of this bridge has been proposed.
The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 3
spans, it is proposed to provide single span at 8 . l m (clc of expansion joints) with RCC solid slab
on RCC cantilever-wall type abutments. This will improve riding condition of the bridge.
The cantilever wall type abutments will have RCC open foundations. The clear carriageway width
will be 11 .Om with no provision for footpaths.
0.6.5 Minor bridge at km 3 14.972
The existing bridge at km 314.972 has 2 RCC slab type span of 3.2m with piers, abutments, and wing walls are made of stone masonry. The bridge has a clear carriageway width of 11.4m. The
repairs and rehabilitation work of this bridge has been proposed.
The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 2
spans, it is proposed to provide single span at 6.4m (clc of expansion joints) with RCC solid slab
on RCC cantilever-wall type abutments. This will improve riding condition of the bridge.
The cantilever wall type abutments will have RCC open foundations. The clear carriageway width
will be 11.151n with no provision for footpaths.
0.6.6 Minor bridge at km 315.825
The existing left forward skew bridge (skew angel 15') in km 315.825 has 2 RCC slab type span
of 3.6111 with piers, abutments, and wing walls are made of stone masonry. I t has a clear
carriageway width of 11.61n. The repairs and rehabilitation work of this bridge has been
proposed.
The proposed new 3 lane bridge (left forward skewed to 15') is to be located adjacent to thr
existing bridge. As against 2 spans, it is proposed to provide single span of 7.2m (clc of
expansion joints) with RCC slab on RCC cantilever-wall type abut~lients This will improve
riding condition of the bridge.
The cantilever wall type abutments will have RCC open foundations. The cnrriage\\,ay width \ \ . I I I
he I 1 . 15m with no provision fol- footpaths.
.- . .- -~
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I'rojcct: 416 1,aning of NH-5 from 'Tuni to Anakapalli Sheet: 14 of 22 1)ocument: 1):\99088\Hfi\Vol. VII Ikate: Novcrnl)er, 2000 Rxccutive - . -. Summary Revision: KO
0.6 .7 Minor bridge at km 316.047
The existing bridge has 3 RCC slab type span of 2.0m. piers, abutments, and wing walls are
made of concrete. The bridge has a clear carriageway width is of 11.80m. The repairs and
rehabilitation work of this bridge has been proposed.
The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 3 no.
spans, it is proposed to provide single span of 6.0m (clc of expansion joints) with RCC solid slab
on RCC wall type abutments. This will improve riding condition of the bridge.
The cantilever type abutments will have RCC open foundations. The clear carriageway width will
be 11 .Om with no provision for footpaths.
0.6.8 Major bridge at km 3 18.238
The existing bridge at km 318.238 has 4 RCC T-beam type span of 26.0111 with piers, abutments,
and wing walls are made of concrete. The bridge has a clear carriageway width of 7.0 m. The
repairs and rehabilitation work of this bridge has been proposed.
The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As per existing 4
spans, it is proposed to provide 4 spans RCC T-beam on RCC wall type abutments. Proposed
span length of each T-girder is 26.0m (clc of expansion joints).
The wall type abutments will have RCC well foundations. The clear carriageway width will be
11 .Om with provision for one side footpath.
0.6.9 Minor bridge at km 321.645
The existing bridge (skew angle 18') at km 321.645 has 4 RCC slab type span of 6.0, 6.25. 6.25.
6.0111 with piers. abutments. and wing walls are made of concrete. The bridge has a clear carriageway width of 10.9n1. The repairs and rehabilitation work of this bridge has been
proposed.
The proposed nr\v 3 lane bridge (skewed to 18') is to be located adjacent to the existing bridge.
As against 4 spans. it is proposed to provide single span of 24.5111 (clc of expansion joints) \\,itli
RCC T-beam o n RCC counterfort type abutments. This will improve riding condition of tlic
bridge.
The counterforr type abutments will have RCC open foundations. The clear c;~rriage\vay \tlitlrll
\\,ill be I I . 15m \vithoiit provision of footpaths.
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I'ro.jcct: 416 1,aning of NH-5 from l'uni to Anakapalli Sheet: 15 of' 22 1)ocumenl: 1):\99088\RH\Vol. VII Date: November, 2000 Executive Summary --- - -- - - - - Revision: - KO -
0.6.10 Minor bridge at km 334.242
The existing bridge at km 334.242 has 2 RCC slab type span of 5.4m. with piers, abutments, and
wing walls are made of concrete. The bridge has a carriageway width of 11.0 m. The repairs and
rehabilitation work of this bridge has been proposed.
The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 2
spans, it is proposed to provide single span of 10.8m (c/c of expansion joints) with RCC solid
slab on RCC cantilever-wall type abutments. This will improve riding condition of the bridge.
The wall type abutmentss will have RCC open foundations. The clear carriageway width will be
11 .Om without provision of footpaths.
0.6.11 Minor bridge at km 335.904
The existing bridge at km 335.904 has 2 RCC slab type span of 6.8, 6.7m. with piers, abutments,
and wing walls made of concrete. The bridge has a carriageway width of 10.9 m. The repairs and
rehabilitation work of this bridge has been proposed.
The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 2 spans, it is proposed to provide single span of 13.5m (c/c of expansion joints) with RCC solid
slab on RCC wall type abutments. This will improve riding condition of the bridge.
The wall type abutments will have RCC open foundations. The clear carriageway width will be
11 .Om with no provision for footpaths.
0.6.12 Major bridge at km 340.561
The bridge under construction has 5 RCC T-girder spans of 24.6m width pier. abutments are
made of concrete. The bridge has a clear carriageway width of 7.5m.
The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As per bridge
under construction 5 RCC T-beam type spans have been proposed on RCC wall type abutments.
Proposed span length of each T-girder is of 24.6m (clc of expansion joints).
The wall type abutments will have RCC well foundations. The clear carriage~vay width \\ , i l l be
I l .Om wit11 provision for one side footpath.
0.6.13 Ma.jor bridge at km 343.85
The existing bridge at km 343.85 has 7 RCC slab type span of 7 . 1 5 ~ . 7.3m. 7.38m. 5.52111.
5.4111. 7.58111 and 7.3m. Piers, abutments. and wing walls are made of stone masonry. The bridge
has a clear carriageway width of 5.5 111.
IIETAI1,EI) PROJECT REPORT R0Al)S 4 N I ) IiIGII II 'AYS .. ...".. ".I\.* 0.. I Ill." \,I I\ ,, ,,,, I,,"
I'ro,jcct: 416 I'aning of NH-5 from Tuni to Anakapalli Sheet: 16 ol' 22 Document: D:\99088\RH\Vol. VII 1)ate: Novemher, 2000 Executive Summary - Revision: KO
Considering its weak condition, this bridge is recommended to be abandoned and a new six lane
bridge has been proposed in place of existing one.
As against 7 nos. spans, it is proposed to provide 2 nos. RCC spans of 23.82 In (clc of expansion
joints). This will improve riding quality of the bridge.
The counterpart type abutment has been proposed for new six lane bridge which will have RCC
open foundation. The overall width of new six lane bridge will be 23.8111.
0.6.14 Minor bridge at km 347.046
The existing bridge in km 347.046 has 3 RCC slab type spans of 4.8m. Piers, abutments, and
wing walls are made of concrete. The bridge has a carriageway width of 7.5 m. The repairs and
rehabilitation work of this bridge has been proposed.
The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As against 3
spans, it is proposed to provide a single span of 14.4111 overall length with RCC T-beam on RCC
wall type abutments. This will improve riding condition of the bridge.
The cantilever type abutments will have RCC open foundations. The clear carriageway width will
be 11 .Om without no provision of footpaths.
0.6.15 Major bridge at km 353.650
The existing bridge at km 353.650 has 7 RCC T-Girder type spans of 23.5m. Piers, abutments,
and wing walls are made of concrete. The bridge has a clear carriageway width of 7.5 m. The
repairs and rehabilitation work of this bridge has been proposed.
The proposed new 3 lane bridge is to be located adjacent to the existing bridge. As per existing
bridge, it is proposed to provide 7 nos. RCC T-beam of 24. l m span (clc of expansion joints) on
RCC wall type abutments.
The cantilever type abutments will have RCC well foundations. The clear carriageway width will
be 1 1 .Om with provision for one side footpath.
0.6.16 ROB at Chainage 326.1 12
In the existing road alignment, a railway level crossing exists at chainage 332.750 kms. For the
new road alignmlle~lt a six lane road over bridge has been proposed on the bypass at chainage
326.112 to smoothen the traffic flow.
The proposed ROB has span arrangement 1x31.5m c/c of expansion joint and the superstructure
is of PSC-T-girder type. While fixing the vertical height of the structure. ~nin imun~ clearance
D1:'TAILEI) PROJECT REPORT N0AI)S .4N1) HIGNWA YS I. -""\lllu Y... ..\l>l.Y \I,,>\ \L \,,, ,XU
I'ro.ject: 416 Laning of NH-5 from Tuni to Anakapalli Sheet: 17 ol' 22 I)ocun~ent: D:\99088\RH\Vol. VII Dale: November, 2000 Executive Summary Revision: RO
between rail top and soffit of deck as specified by Railway authority has been taken care of. N o
intermediate supports are provided which can affect the rail track.
0.6.17 ROB at Chainage 344.859
In the existing road alignment, a railway level crossing exists at road chainage 344.885 kms. In
the new road alignment a six lane road over bridge has been proposed alongside this level
crossing to smoothen the traffic flow.
The proposed ROB has 2~26.0111 clc span arrangement expansion joint and the superstructure of
PSC-T-girder. While fixing the vertical height of the structure, minimum clearance as specified
by Railway Authority has been provided.
0.6.18 Bridge at Chainage 33 1.180
A new bridge has been proposed at this location over Sheshu Gedda stream on the Ellamanchilli
bypass alignment for which a causeway existed on the existing highway.
The proposed new bridge in the new road alignment is of 6 lanes comprising of single span of
26.6 m clc of expansion joints. The bridge is to be rested upon counterfort type abutments on
open foundations. This bridge has a skew angle of 35'. The overall width of superstructure is
23.8 m without provision of footpaths.
0.6.19 Bridge at Chainage 332.163
A causeway presently exists for the Edala Gedda stream for which a new bridges has been
proposed. The proposed bridge comprises of 6 lane and is to be located at new road alignment.
This new bridge has only one span of 26.6 m length (clc of expansion joint) and is supported by
counterfort type abutments on open foundation. This bridge is a skew one with skew angle 35".
The overall width of superstructsure is 23.8 m without provision for footpaths.
0.6.20 Bridge at Chainage 333.163
A new bridge has been proposed to replace the existing causeway at this chainge. The bridge has
a span of 21.9 m (clc of expansion joint) and proposed to carry six lane traffic with an overall
superstructsure widths of 23.8 m. This bridge rests on counterfort type abutn~ent with open
foundation without provision of footpaths.
0.7. Repair a n d Rehabilitation Proposal
The types of distress noted in various bridges are as under :
1)EI'AILEI~ PKOJECI' KEPORI'
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(i) (ii)
( i i i )
(iv)
(v)
(vi) (vii)
(viii)
Broken hand rails
Inadequate length of drainage spouts
Damage to wearing course
Damages to expansion joints
Dirt around bearings
Spalling of concrete
Corrosion of reinforcement
Minor cracks in concrete
Accordingly, replacement of hand rails in part or full, replacement of damaged expansion joints
by strip seal type joints, repairtrelaying of wearing course, provision of new drainage spouts,
chipping of loose / spalled concrete surface and repairing the same with polymer modified
mortar, repairs of stone masonry work and railings etc. have been proposed.
Detailed condition survey report for each bridge in accordance with IRC:SP:35 and their repair proposals in accordance with IRC:SP:40 are given in separate volume.
0.8 General Requirements
The Technical Specifications in accordance with which the entire work described hereinafter shall
be constructed and completed by the Contractor. These comprise the following :
PART - I : General Technical Specifications
The General Technical Specifications shall be the "SPECIFICATIONS FOR ROAD AND
BRIDGE WORKS" (THIRD REVISION - 1995, Reprint 1999), as corrected in the original
issued by the Ministry of Surface Transport (Road Wing), Government of India and published by
the Indian Roads Congress (IRC), with a cross reference to relevant Bureau of Indian Standard (BIS) for materials or other aspects not covered by the IRC.
PART - I1 : Supplementary Technical Specifications
The Supplementary Technical Specifications shall comprise various A~iiendments / Modifications 1 Additions to the "SPECIFICATIONS FOR ROAD AND BRIDGE WORKS" referred to in
PART-I above and also Additional Specifications for particular item of works not already covered
in PART-11.
A particular clause or a part thereof in "SPECIFICATIONS FOR ROAD AND BRIDGE
WORKS (THIRD REVISION - 1995. Reprint 1999)" as corrected in the original referred in
PART-I above. where A~i~endedIModifiedlAdded upon. and incorporated in PART-[I. referred to
above, such A~iiendnient/Modification/Addition supersedes the relevant clause or part of the clause.
DETAILEI) PROJECT REPORT ROADS ANI) fiIGNII%):5
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The Additional Specifications shall comprise specifications for particular item of works not
already covered in PART-I.
The sub-clause of the following sections in the "Specifications for Road and Bridge Works (Third
Revision 1995, Reprint 1999) have been amendedlmodifiedladded upon 100, 200. 300, 400, 500. 600, 700, 800, 900, 1000, 1 100, 1200, 1500, 1600, 1700, 1800, 2000, 2100, 2200, 2500, 2600,
2700, 2800, 2900 & 3000.
Additional Specifications
The following Clauses have been added to the SPECIFICATIONS FOR ROAD AND BRIDGE
WORKS (THIRED REVISION - 1995, Reprint 1999), A-1 to A-20.
In the absence of any definite provisions on any particular issue in the aforesaid specifications.
reference may be made to the latest codes and specifications of IRC and BIS in that order. Where
even these are silent, the construction and completion of the works shall conform to sound
engineering practice as approved by the Engineer and in case of any dispute arising out of the
interpretation of the above, the decision of the Engineer shall be final and binding on the
Contractor.
Cost Estimate
The process of cost estimation involved the following steps:
Rate analysis and reviewing unit rates of various construction items
Estimation of quantities of cut and fill and other road components from the drawings for
the proposed widening option approved by NHAI
Estimation of utility relocation quantities and costs environmentalmitigation costs as per
Environmental Impacts Assessment Report and land acquisition, resettlement and
rehabilitation costs as per Resettlement Action Plan
Estimation of allowances for physical contingencies, and engineering supervision
0.9.1 Cost of Road Components
The costs for the road components have been worked out under the following sub heads:
i) Site clearance and Disnla~ltli~lg
Under the sub-head of site clearance and dismantling. provision has been ~nade for
clearing and grubbing of road land. Provision has also been made under this sub head for
dismantling of suructures.
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IIETAILED PKOJECI' KEPOKT KOAIADS Ah'I) HIGII M'A 1'5
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ii) Earth Work
The sub head of Earthwork provides for roadway excavation, earthwork in embankmen!.
subgrade and shoulders for the road including disposal of surplus material.
iii) Sub Base and Base Course
This sub-head provides for the items of GSB and W M M for the main road and service
roads.
iv) Bituminous Work / Cement Concrete Work
For the flexible pavement, the subhead for bituminous works provides for the items for
bituminous courses and surfacing.
For the concrete road the items of dry lean cement concrete and cement concrete for
pavement have been provided.
v) Culverts
It is proposed to reconstruct some culverts where waterway is inadequate or culverts are
damaged. The remaining culverts are proposed to be widened. The items cover the both
the slab and hume pipe type culvert.
vi) Bridges
As per bridge inventory there 18 no. of minor bridges, 2 no. ROBS. Provision in the
estimate has been made for the construction of the new 3 lane and 6 lane bridges. ROB'S
are also of 6 lane widths.
vii) Junctions
Provision under this head has been made only for the provision of pipe ducts for laying of
services. All other items such as earthwork and roadwork, kerbs etc. have been provided
under respective sub heads.
viii) Drainage and Protection works
Provision under this sub head has been made for surface, subsurface and road side drains.
stone pitching. drainage chutes in cement concrete and stone pitching at outfalls/escapes
for drainage. Turfing has been provided for side slopes. The items covers for unlined.
open lined and covered drains.
I>E?'AII,ED I'KOJECT KEI'OK?' KOAI>S Ah1[) IIICHI1'A 1.:\
IJrojcct: 416 1,aning of N1I-5 from Tuni to Anakapalli Sheet: 21 ol' 22 1)ocument: 1):\99088\KH\Vol. VII 1)ate: November, 2000 Executive Summary - -- -. . Revision: -. KO
ix) Miscellaneous items
Items under this bill include kerbs along the medians. traffic signs of various types
including overhead gantry signs along the road, as well as at the junctions, delineators.
road markings in lines, figures and words, various types of distance stones, bounda~y
stones, footpathlseparator in reaches other than junction areas, documentation of
construction activities through photographs and video recording. Provision has also been
made for telecommunication system. It is proposed to provide Telecom ducts for future cable installation. Provision has also been made for a semi automatic Toll Plaza with
power generator and Administrative Building.
Providing and maintaining site office for the Engineer, PIU and other supervisory staff.
Providing and maintaining site residential accommodation for the Engineer and other
supervisory staff. Providing and maintaining wireless communication system.
X) Repair & Maintenance of Road a n d Bridges
Under this sub head repair to potholes, providing renewal coat, earthwork on shoulders
has been provided. Repair and rehabilitation of existing bridges include, provision for rc-
construction of damaged approach slabs, replacement of distressed expansion joints.
providing drainage sprouts, replacement of damaged wearing coat, repair and re-
construction of RCC railing, clearing and removal of debris, repairs with epoxy mortar
and reconstruction etc. has been made.
xi) Provisional Items
These cover the cutting of trees and removal of stumps. Installarion of weigh bridges and
construction of Police Posts, Traffic Aid Posts, Construction of Wayside Amenities and
shifting of utilities. The above costs are provided in the estimate.
xii) Environmental and R & R Costs
i ) Environmental cost
Under this head provision has been made for \,arious components of
environ~nental cost, avenue plantation, dust suppression. aesthetic landscape. road
safety, sanitation at labour camps and effluent discharge managelllent etc.
ii) Land acquisition & Rehabilitation and Resettlemerlt
Under this sub-head, provision has been m;rde ti)^ i~cquisirion o f land. conlmercial
& residential structures, shifting and rehahiliratior~ costs.
- -- . -- - - --
1)ETAILEI) I'ROJECT REPORT R0.4 l).S pi hlI) if /(;if \V/\ j'.S
I'rqject: 416 I,aning of NH-5 from Tuni to Anakapalli Sheet: 22 of' 22 I>ocumcnt: I):\99088\RH\Vol. VII I>atc: November, 2000 Exccutivc Summary Revision: KO
0.9.2 Construction Quantities
The quantities for Earth works (cut and fill) to widen to four lanes have been worked out by
computer. The quantities for cross drainage works for widening and reconstruction have been
worked out from drawings. The quantities for other road components have been worked out from
drawings or from normal requirements and are provided in the estimate
The quantities for structures have been worked out from the drawings of these structures
0.9.3 Contingencies, and Engineering Supervision
Besides the cost estimate of items, the following percentages have been added:
Physical Contingencies - 3 %
Engineering Supervision - 4%
0.10 Rates
The rates have been analyzed and are based on MOST Data Book. Basic rate for material, labour
and carriageway have been taken from PWD Schedule of rate.
0 .10.1 Costs:
The construction cost for the package works out to Rs. 2659.15 million without contingencies and
overhead expenditure. The overall project cost works out to be Rs. 3094.62 million.
0.11 Implementation Strategy
0.1 1.1 Funding
NHAl have examined various methods of funding and implementation of the project. These
methods are:
a) Traditional item rate tendering funded by NHAI own budgetary rrsources;
b) ICB tendering funded by international funding agencies;
C) Design. Build. Finance and Operate (Shadow Toll System)
Construction Time Period
It is estimated that construction will take a period of 30 months to complete. The implementarion
of this prc$ect is rated high on NHAI priority and is planned for colnplet~on by the end of year
2003. To meet this schedule. constructio~l should start Inid 2001.
I)EI'AII,BI~ PROJECT KEPOKI' I , I Y . I I I X X I I , I ~ I I HI,..I,\I~,~II \ ,,\I\-SL1%I\I I*)<
adcru C/
I-, m-- -9-
1.2m MEDIAN WITH CONCENTRIC WIDENING & FOOTPATH (To6/03/02)
1 .Pm MEDIAN WITH CONCENTRIC WIDENING L SERVICE ROAD (TcsK)3/03)
Fig 2 I I
JUNCTION ATADDA ROAD
. JUNCTION AT CH. 353W00
Fig. 4
* Chapter I
Cost Estimates
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-.
CHAPTER - 1
1 . COST ESTIMATE
1.1 General
! Estimation of detailed cost has been carried out on the basis of detailed engineering design of roads and ; structures discussed in Volume I Part I. The process involved :
(a) Analysis and adoption of realistic units rates for basic work items on current prices (July 2000)
(b) Calculation of quantities of different items of work required for upgrading the facilities to the
(c) adopted standards.
(c) Estimation of construction cost for total contract package. The priced Bills of Quantities art
prepared based on the estimation of cost.
1.2 Units Rates
The unit rates for construction materials were analysed in detail and presented in Vol.VI on the basis ot
the materials study undertaken, the prices of construction materials collected from various sources: and
the anticipated haulage distances to the site of work. PWD (NH) Schedule for Andhra Pradesh wa:
consulted for manhour and equipment rates. The materials study revealed distinct sources for coarse and
fine aggregates as explained in Volume 111 "Material Report". The unit rates thus obtained were
compared with some collected rates from works of similar nature.
1.3 Methodology for Quantity Computation
The quantities of the pay items provided in the BOQ have been computed by the following two
primary methods :
a) CAD generated road quantities along the project roads
Earthwork for roadway excavation and filling Profile corrective course.
b) Road and structures quantities from typical designs and plan & profile drawinss
Extensive use has been made of spreadsheet applications like EXCEL in order to standardise procedure5
and to avoid unnecessary repetitive calculations.
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DI<TAILED PROJECT REPORT R0AL)S AND IIIG'IIII t 1 ' I, ~ w ~ ~ ~ ~ ~ I ~ N~,.,,~>I>IW 5 !IN -8 k u s m ~ t ~ $I,-
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Cost Estimate Revision: KO
1.4 Project Cost
Total construction cost would include the following:
a) Contingencies @ 3%- I., . .
f-,".-• -..-. :-.. c..- --.,.-.-- a " O I
The Construction Cost was converted to Project Cost (also termed Financial Cost), Project Cost by I A A ; ~ " t h ~ fn~~rrl.,;nn nnmnrrnnntr fn P ~ ~ ~ ~ ~ . . ~ + ; ~ ~ rnrtr .
a) Environmental Cost h) 1 and and qtn~rtllrp A r m l i c i t i n n
The construction cost of the package works out to Rs. 2691.63 millions and the overall Project Costs is Dr '2117 A 7 -:Il;r\..r TI.., P..-,nr.r -FP,.-r.- --,l-.-,rt :-. T-I .1, 1 1
- -
DETAILEI) PROJECT REPORT RO.4l.lS .A.Vf> tlIGtll\ 11 5 II \*IIXLIIII'U Ur(x>n\LIIW \ l R C w I < ~ s t t r l l l lwlr h
Project: 416 Lvnlny o l NII-5 from Tuni tn Anakapalli I )~ru~nent : 99088\RH\VeI. VII\Chap.-1 CIIS~ Estimate
Table - 1.1
SUMMARY O F COSTS
SIIW~: 3 or 3 Date: Nevernher, 2001)
Revision: RO
Derniled Project Repmi I, I, I"* ""*h,)IY Y.,.,"llUY IIIU \I r
Ro~rr1.v orrd I l i~ l r r ' r r~ .~
Item.
No.
I
2
3
4
5
6
7
8
9
10
11
Description
SITE CLEARANCE
EARTH WORK
SUB-BASE AND BASE COURSES
BITUMINOUS / CEMENT CONCRETE COURSES
CULVERTS AND BRIDGES
ROAD JUNCTIONS
DRAINAGE AND PROTECTIVE WORKS
MISCELLANEOUS ITEMS
MAINTENANCE, REPAIR AND REHABILITATION
PROVISIONAL ITEM
TOTAL O F ROAD WORK -
ADD 3% FOR CONTINGENCIES
ADD 4% FOR CONSTRUCTION SUPERVISION
ITEM OF WORKS NOT COVERED IN BOQ
I) ENVIRONMENTAL COST
11) R & R INCLUDING LAND ACQUISITION COST
GRAND TOTAL
Amount
In Rgur~c
2.798.070
301.360.869
337.293.821
1,261.569.673
458.717.184
1,938,114
100.789.299
178.610.259
15,344.282
33,198.836
2,691,627,307
80,748.819
110.895.045
37,312,000
206.891.295
3,127,474,467
in Rupees
In word\
I I
' S I
I Chapter 2 i
I Abstract of Cost Estimate
ABSTKACT OF COST ESTIMATE BtLL NO. 1 : SITE CLEARANCE
Item Descriptio~i Unit
101
a) Br~cklStone Masonry structures I cum
Clear~ng and gruhhlng road land complete a5 per hct.
Te~hnlcal Sperlt~cdtlon Clau\e 201
1.02
h) ConcretlRe~nforced concretelPrestressed structures including cleaning, straightening & bars and separating them out from RCClPSC
Dlsmantling trucrurec and pavement uplo 1.5m ahove ground and 1 5m below ground level includ~ng disposal of resulting mater~al andlor salvaging useful materials complete as per Techn~cal Specificat~on Clause 202.
C) Pavement courses
d) Stone1 Brick Pitching
I e) Pipes. Hume Pipes. guard rails. edging kerbs, gutters Lm and fencing
Total for Bill No. 1
Estimated (Rupces) In
(Carried forward to Summary) I I
l)r~crilc~l Pn,jl.ct Kc8p~,orI ,. ,. ...., ..-. 1.11 I .,..,, I,. .,ni ... I l .l..,.L. (\.,I
BILL NO. 2 : EARTI3WORKS
Sheet: 2 of 21 IPate: N~~venlber, 2000
Revision: KO
1)ereilcd 1'rr~jcc.r Heperl , , ,% ,,",r.l,.,,,." ".,.* I,. .".I .",,.,."*..,rn
Amount in K u p ~ a
48.979.023
102,665,267
101.281.356
13.71 1.896
18.332.009
9.690.489
4.590.577
2,078.386
37.868
301,366,869
Unit Rate (Rupees) In
figure
5 1
109
132
132
44
9
44
47
I5
Item
2.01
2 02
2.03
2.04
2.05
2.06
2.07
2.08
2.09
2.1
Unit
cum
cum
cum
cum
cum
sqm
sqm
cum
cum
sq.m
Description
Roadway excavatlcln necessary fbr construction of roadway ~ncluding all leads upto 5 km and lifts (original ground level shall he taken after clearing and grubing except rock) as per Techn~cal Spec~ficat~on Clause 301
(a) All types of \oil
Constructlon of embankment w~th approved materials from borrowp~ts complete as per Technical Specification Clause 305 wlth all leads and lifts.
Construction of subgrade with approved materials from borrowpits complete as per Technical Specification Clause 305 & 403 with all leads and lifts
Constructlon of granular shoulder with approved material complete as per drawing and Technical Specifications Clause 407 with all leads and lifts.
Construction of embankment, subgrade with materials obtained from roadway & drainage excavation. complete as per Technical Spec~fication Clause 305
Scarifying 150 mm, watering and compaction of original ground with maximum of SIX passes of 8-loton roller as per Technical Specification Clause 305
Loosening and recompacting subgrade in all kinds of soil complete as per Technical Specification Clause 305
Filling of medlanllsland with soil complete as per Technical Specification Clause 407
(a) Ordinary Soil (h) Granular mater~al
Transportations and disposal of surplus material beyond initial lead of 5000 m upto additional lead of 5000 m to 10000 m complete as per Technicta Specification Clause 201 and 301
Scarifying esistlng road surface including bituminous surface and compacting complete as per Technical Specification Clause 501.
Total for Bill No: 2 Carried forward to Summary
Estimatcd Quantity
960.373
941.883
767,283
103,878
416,637
1,076,721
104.331
43,941
2.525
I ' r ~ ~ j c ~ l : 416 I . ;~l i in~ III Nll-5 froin Tuni (11 Allskap;illi I ) o c ~ ~ r i ~ e ~ ~ t : 1)'HlXII\RII\Vol. VII\Chap.-2 A l ~ c t r ~ c t of ('r~.;t Estir~late
811,1, NO. 3 : SUBBASE AND BASE COURSES
lteni
3.01
3.02
Unit Kate (Rupees) I n
figure
768
969
Amoullt io Kul~ees
242.718.694
94.575.127
Total for Bill No:3
Carried forward to Summary
Description
Cons~ruct~ng Granular Suh Base (GSB) with approved materials complete as per Technical Specification Clause 401
a) Grade I
Constructing Wet Mix Macadam (WMM) base with approved material complete as per Technical specification Clause 406.
337,293,821
Unit
cum
ISstimatetl Quantity
316.040
97.601
I'rojert: 416 I ~ n i n g of NII-5 fr1,111 Tuni lo Anakspalli I)(TUIII~.II~: 99088\Rll\V1~I. Vll\Cl~ap.-2 Abctracl of Cost Kstinmte
ISILL NO. 4 : UI'I'UMINOUSICEMENT CONCRETE COIIHSES
A. BITUMINOUS COURSES
Sheet: 4 111 21 1)ate: Neve~l~ber, 21100
Kevisi1,11: KO
B. CEMENT CONCRETE COURSES
Item
4.01
4.02
4.03
4.04
4.05
Unit
sqm
sqm
cum
cum
cum
I)ncr ipt io~~
Prov~d~ng hltumlnous Primer Coat over granular surface Q 7.0 kg per 10 sqm of surface area complete as per Technical Spec~flcation Clause 502.
Provldlng bituminous Tack Coat Q 2.5 to 3.0 kg per 10 sqm of surface area complete as per Technical Specification Clause 503.
Prowding and laying Dense Bituminous Macadam course (DBM) complete as per Technical Specification Clause 507.
Provid~ng and laying Profile Corrective Course with DBM as per Technical Specification Clauses 501 and 507.
Providing and laying Biturninlous Concrete (BC) wearlng course complete as per drawing and Technical Specification Clause 512.
Item
4 06
4 07
Estimated Quantity
376.810
1.906.165
99.178
47.764
29,780
Description
Provldlng and laylng M 10 dry lean cement concrete complete as per drawlng and Technical Spec~ticat~ons Clause 601
Prov~dlng M 40 cement concrete pavemnt (Rlg~d) complete as per drawlng Technical Specifications Clause 602
Unit Rate (RuDees) In
figures
10
4
2.564
2.564
2,847
Unit
cu m
cu m
Amoullt in Rupees
3.768.100
7.624.660
254,293,084
122.466.896
84.783.589
Amount in Rupees
134.493.005
654.140.339
Total for Bill NO. 4 Carried forward to Summary
Estimated Quantity
78,194
162.358
1,261569,673
Unit Rate in Rs.
1,720
4,029
I'rojccl: 416 I;uling ol' Nll-5 Irom Tusi to Allakapalli I),rameat: O~IIR8\RII\Vol. Vll\Ch;~p.-Z Al,\tract 01' (:a,\f Rslimatc
lJlI,L NO. 5: CU1,VEKTS AND BK1I)CES
Slleel: 5 s f 21 Dafc: Novemlrr, 2(MM)
HFV/S~<III: KO
Amount (Kupcc?)
21421 14.(Ml
3037274.00
4146309.00
923056.00
575384.00
1906884,00
4700728.00
1657305.00
15277IS5.00
0(,0?750.00
Unit Kate (Rupem) In
figurcs
78.00
82.(KI
243.00
248.00
568.00
588.00
2341.(W)
2833.W.)
3465.00
3554.14)
Estinmted Qua~itily
27463
44357
NIL
NIL
NIL
NIL
17063
3722
1013
3243
2008
585
NII.
4409
1875
Unil
cum
cum
cum
cum
cum
cum
cum
cum
cum
cum
cum
cum
cull1
cull1
cull1
1te111. No.
5.01
5.02
5.03
5.04
5.05
Dcreripliol~
F.arthwnrk in excavation of foundation fi~r structures complete as per drawing and Techntcal Spec~licatioos Clause 304 in
(a) Ordinary Soil
( I ) For Culvert5
(11) For bridges and ROBS
(h) Ordinary rock (not requlrlng blasting)
( I ) Far Culvero
(ii) For br~dges and ROBS
(c) Hard rock (blasting prohib~ted)
( i ) For Culverts
(11) For bridges and ROBS
Backfilling behind abutments1 wing walls/ return wallsibelow pipe with selected imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305
(i) For culverts
(ii) For bridges and ROBS Provldlng Filter medium behind abutment, wing wall and return wall complere as per drawing and Technical Spec~fications Clauses 305 & 2504
(i) For culverts
(ii) For bridges and ROBS
Plain cement concrete M-15 in foundation levelling course etc. tncluding centering and shuttering all complete as per drawing and Technical Specifications Sectlon 1700
(1) For culvert
(ii) For bridges and ROBS
Crmrnt concrete for Pla111 concrete 1 Reinforced concrete in open ti~undation complrtc as per drawlng and Techn~cal Spei.~tications Sc.crio~l\ 1700 & 2100.
(a) S1?5grade For culvert
(bl h2?5pvade
Fur hrlilgcs
(c) h l 3 0 sradc
FOI ROBS
I1rojc%l: 416 liming or Nll-5 from Ttmi 10 Anakapslli l l o c t ~ m c ~ ~ t : ~)~)08ti\RII\V~~l. VlI\Clt;11~.-2 Al~nret l of (:#,st Rslimatr
&23(Xl
(a) MZ5grade
For hridges
1 I
cum
5 I I
1 I (a) M30 gradr I
Reinforced cement amcrete in super structure comple~c'as per draw~ng ;~nd Te~hnical Spccificali~~nh Suctitrnh 17lK1
I lFor hrldEes 1 cum
Cement concrete uslng M-40 grade for prestressed concrete in super structure complete as per drawing and Technical 1 cum Specifications Sectlon 2300
5.13
5.14.A Brick parapet complete as per drawing and Technical I I Specifications
For Minor brldgel flyovers span greater than 15.00m to 30.00m & staging height greater than 3.00111 to 6.00m
cum
Reinforced cement concrete M-30 i n box culverts and underpasses as per drawing and Technical Specifications cum Section 1700
5.14
5.15 HYSD bar reinforcement complete as per drawing and I I Technical Spec~ficartons Section 1600.
Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost o f reinforcement)
I I (I) For culverts I I I (11) For brldges I Flyovers 1 MT
Providing. laylng and jointing NP-4 (as per IS: 458-1988) Humc pip.s(l.000 m dia) for culverts complete as per drauing and Technical Specifications Section 2900 and IRC:
5.16
I I SP: 13.1973
Providlng. laying and jointing NP-4 (as per IS: 458.1988) Hume pipes(0.900 m dia) for culverts complete as per drau,ing and Technical Specifications Section 2900 and IRC: SP: 13-1973.
Providlng. lay~ng and jolntlng NP-4 (as per IS: 458-1988) Humc p1pes(l.200 rn dla) for culverts complete as per drawing and Technical Specifications Secuon 2903 and IRC: SP: 13-1073.
Proi ~d~np. la! III$ ;III~ j0111 l i t 1~ NP-4 (as per I S 458-1088) Hu111e p1ps(l.500 111 dl,~) R r culvcrrs cu~i~plc~r. ;I\ per dr:~u ~ t ~ g i l t~d 'T~CIIIIICIII S l u ~ ~ l i ~ i ~ l ~ o n % SCC~~OI~ 29IN) i111d IRC:
SF: I?-1973.
N IL
NIL
Amount (Rupew)
1312100.00
451117375.00
366147.00
2115840.00
3-172353.11
iSill'J3 SO
Uni t Rate (Rupees) In
I i g u r ~ l
30 1 .00
2131 0 0
213.00
240.00
90557.00
IS? 00
Ilern. s,,.
5 17
5 17.A
5.17.8 5.17.C
5.18
5 . I!,
5.20
. 5.21
5.22
5.23
5.24
5.25
5 2 0
5 27
5 2
5.29
Unit
cum
cum
sqm
cum
cum
cum
L m
Sqm
L m
No.
cutn
M T
c~t111
c ~ n 1
ct1111
I)escriplio~t
I'rrrv~dlng and I;~ytng granular material III l)edd~ng i n culverts all co~npletc ;I$ [per drawllig and ' l 'ecl~t~~c;~l Spccilicalions Scctlon 20Oll
I j r ~ c k md\rrnry ~n ccrncnl nlorler 1:3 ( I crtnenl : 3 c<,ar\e sand ) ~n f~~undct~~~n\/\ubstruclure complete as per drawlngr and 'Tcchnlcai Spccificatir,ns Section 1300
plaster1ng(l2mm thk)
plastering(20mm thk) Providing and lay~ng stone p~tching In slopes complete as per draw~ng and 7'echntcal Specificattons Section 2500.
I'rovld~ng and lay~ng filter tnaterral undernrath stone pltching In slopes complete as pcr drawlng and Technical Specificattons Sectton 25(W).
Providing and laying boulder apron complele as per drawing and Technical Specifications Section 2500
Providing weep holes In abutments, wing walls and return walls etc. complete as per drawing and Technical Spec~ficartons Sectton 2700.
Bituminous wearing course (62 m m thick) comprising 50 mm asphalr concrete tn a single layer over bituminous mastic course o f 12 m m thick with a prime coat complete as per drawing and Technical Specifications Section 2700
Bored/ Cast i n siru vertical piles including cost of reinforcement complete as per drawing and Technical Specifications Sections 1100 & 1700
GOOlnln dia. Piles
(M-35 grade concrete)
Initial & Rourttle Test fbr bored I cast I n situ plles complete as per Technical Spectficatloll Section 1100.
Cement concrete for reinforced concrete i n pile caps excluding reinforcement complete as per drawing and Technical Spectficatlons Sections 1100 & 1700.
hZ-25 prade
Providing and suppl!!ng lhtgh tensile steel wtresi strands includlnz all accessories for stressing, stressing operations and groitting complete as p r drawing and Technical SpeciAcations Secrlon 1800
Suppl! ttig ant1 c0111pact111g local siilld co~ l fo r~ l l i ng to 1S:383 hel,,n. toit11di111011 ,is IWI tlr:t\\.tl~g i111d d i r r c t~on of Engineer.
!:,>I Culvctt Cc~lllrl it C ~ I I ~ ~ C I C t lo~>rins i o c 1hi.d prolcction COIIIP~~IL. ilh p r Tecl1nlc:li S[?ecll~i.,~rio:i\ Sccrlon 25OO
h l I 5 grade
Pro\.tdltlg ruhI,I~ \;IUIIC 1100rt11g lakl 111 cement tnorulr 1:3 (1
C.L.IIIL.II~: 3 s;tt1~1) iild juttll': tilled wi111 cetllellt nlnrtar complete .I\ per dr;i\vllig :lnil Tecllliic:~l Spc~.ificat~onc Secliolls 14(X) & ?500
Eslinialed Q u ~ n l i t y
3356
21 125
9820
13192
l I 0
53
NIL
1719
8941
NIL
N I L
N I L
38
Z l l h
N I L
N I L
AIIIOIIII~ (KII~ILW)
2875143.011
3437(All.(Hl
65402 1.61
1157896.20
140250.00
1489950.00
7 8 3 ~ . 0 0
2979180.00
75000.00
S20845.(UI
(,O(X) 00
140650.00
Uoit Hate (Kupfw) 111
figure\
IX')O.oO
5305.lXl
2833.W
0.64
150.00
473.00
9GQO.W
24520.M)
750.00
243.(Io
300.00 (1.S I
485.00
~stimatecl Qunatity
1521
648
23 1
1929827
935
3150
87 1
N IL
I22
100
3415
20
290
NII.
Unit
cum
cum
cum
w"
ton
L m
L m
L m
No.
cunl
No.
No.
L.nl
1lc111. 318.
5.30
5.31
5.32
5 33
5.34
5.35
5.36
.i37
5.38
5.39
I )ewr ip t io~~
Sul~ply~ng and f ~ x ~ n g cr~~r re te crash harrier ty lx brldge rail\ colrlplcte a\ per draw~ng ; I I ~ Tcchnic;~l Spc%~fic;~tions Clause 800 and Sccl~on 17(XI including alrt 111' necessary matrrial. formwork nlxl rc~nf~~rccmcnl
Re~nfitrced cement concrete approach slahs including cost rr~nforcemcnts a~mplrre as per drawing and Technical Specificat~ons Section 27(K).
Cement concretr M 15 grade levelling course below approach slahs complete as per draw~ng and Technical Specificalions Sectlon 1700
Prov~d~ng and fix~ng bearing complete as per drawlng and Technical Specifications Section 2000
(a) Elastomeric bearings
(b) Tar Paper bear~ngs
(c) POT- PTFE bearlngs
Joint filling
(a) Supplytng and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2GOO
(b) Construction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer
(c) Str~p seal type of expansion joint complete as per drawing and Techn~cal Spec~fications Section 2600 including acceptance testlng as specified, to be installed under supervlslon of spec~al~st manufacrurer.
Providing Marker post for buried culverts Including synthetic enamel painting with necessary details as per IRC: 7.1971 and direction of Engineer.
Refilling o f trenches \virh approved material as per drawing and as per Technical Specifications Clause 304.
Sy~~tlietlc enamel pa~nting o f Culvcrtl Bridges No. and Span Arrangement as pcr IRC:7-1971 and as directed by Engineer
Pro\.~ding and tix~ng drainage Sin~uts complete as per drawing and Ticlinical Sluc~tication.; Clause 2705.
Dr.un P ~ l x 100 111111 d~e. connector for drainage spouts as per dr;la111< ilnd Teclln~i.~l S~u!ciliiiltlolls Clause 2705.
A111011111 (RII~ECS)
46Ci.00
425.00
449686304.6
(CARRIED FORWARD T O SUMMARY)
Kil~it Hate (Rupee*) I t )
fig~lrc*
46.00
25.00
IC-+lin~alutl Qw~rl t i ty
NIL
NIL
NIL
100
17
Lrn
Lm
cum
w'
Lrn
Iterll. NIP.
5.40
5 4 1
5.42
5.43
TOTAL
I)c!criptit111
Sul~piying and placlllp void lnlakurr in vcr~ded slah \ u ~ ) c r ~ ~ r u c c ' ~ " c~~~nplc tc 21% prr drawing and Sprcificatlons Cl;~use A-4.
(a) IIHY) rnrn d ~ a
(h) (dX)mrn dra
Reinforced Cement arncrerc M-25 in maklng precast l00mrn slab and plactng in posltion complete as per Drawing and Technical Speclficarions Section 17M).(including cost of reinforcement)
Applylng ordinary paints of approved qualily on surface of parapet of culverts as per drawing and Technical Specifications Sect~on 8M)
Providing and painting o f flood gauge on substrucNre in full height and 500 rnrn width as per the directions o f the Engineer
FOR B I L L NO. 5
RII,L NO. 6: ROAD JUNCTIONS
Estimated Quantity
6.01
Covered dram with 100 mrn thick
RCC slab
6.02
Clrnstruct~ng kerh at separau~r platfor~nl paved part of medlans and islands completr as per draw~ng andTcchn~cal Specif~catlons Clause 408 and 1700. (a) For Kerh
(h) For foundauon
Construction of lined surface drains to the
requ~red lines and grades as per drawing
and Technical Speclt~cat~ons Clause 309.
including cnst of reinforcement
lexistlng roadway and reinstatement of the
6.03
lsame as per design and Specifications of
L m
Providing service ducts comprising 3 nos.
50mmdia G.1 pipes over concrete base
under existing and proposed carriageways
including cutting of trenches through
lnew construction (but excluding
2,107
2.107
lb~tuminous base and wearing courses)
complete as per draw~ng and as per Technical Specifications Sections 500.
1000 and 1700
TOTAL FOR B I L L NO. 6
(CARRIED FORWARD T O SUMMARY)
Sheet: I l c t l ' t l
Ihte: Neve~r~her. 2000 Hevisio~~: I I O
(Rupees)
I'rc~ject: 416 I,aning of NII-5 from Tunl to Andkapdlll I)l~.unlent: 99OXR\Rll\Vol. VII\Cbap.-2 Abstract 01' (:nst Esti~ndte
RILL NO. 7: DRAINAGE AND PROTECTIVE WORKS
Unit Kate (Rulwes)
In fignres
78
243
568
2.341
2.498
181
8
Itcm.
7.01
(A )
(B)
(C)
(D)
(E)
(F)
(G)
(H)
7.02
7.03
7.04
Amonnt (Rtlpces)
11.548
10,862
119.297
76.129
520.783
84.527
4.744.188
Unit
cum
cum
cum
cum
cum
cum
T~~~~~
cum
No.
cum
cum
sqm
Description
Retaining wall
Earthwork tn excavatton for fnundatton complete as per Techntcal Specrficatlons Clause 304 tn
Any type of So11
Providing backfill behind retaining wall complete as per drawing and Technical Specification Clause 304
Providing, laying and compacting filter material behind retaming walls complete as per drawtng and Technical Specifications Clauses 305 & 2504.
Providing cement concrete for foundation complete as per Technical Specifications Section 1700.
(a) M 10 grade
(b) M 15 grade
Providing reinforced cement concrete for structure complete as per drawing and Technical Specifications Section 1700
(a) M 15 grade
@) M 25 grade
Provtding steel reinforcement (HYSD bar) for foundation, structure complete as per drawing and Technical Specifications Section 1600.
Refilling of trenches with approved material as per drawing and as per Technical Specifications Clause 304.
Providing weep holes in retaining walls as per drawing and Technical Specifications Section 2700
Providing and laying stone pitching on embankment slopes complete as per drawing and Technical Specttications . Section 2500.
Provid~ng and laying granular filter material underneath stone pitching on embankment slopes complete as per drawtng and Technical Specifications Section 2500.
Turfing side slopes of main road and service road with grass sods, complete as per Technical Specifications Clause 307
Estimated Quantity
148
45
210
33
208
467
593.024
I'rojc~l: 416 Imning 111 Nll-5 from Tuni I11 Al~akapalli D~~ .o r i i e~~ t : 99088\KII\Vol. VII\Clvdp.-2 Abstruct of Cost Estiniale
Sheet: 13 nf 21 Date: Novelaher, ZO0O
Kevisien: KO
Dt,111;1eil t'r(gec~ Report ,, ,. .,,., " r l " . , I I . Y I .,..,. I,. ,",,.̂ l ,r."...L\."
Amount (Rul~ees)
2.31 1.613
1,800,387
75.000
12.986.930
6,632.994
Unit Rate (Rupees)
I n figures
28
1.195
12,500
605
618
Estimated Quantity
84.059
1.507
6
21,466
10.733
Unit
cum
cum
L m
L m
L m
L m
cum
NO.
No.
No
No,
cum
Item.
7.05
(A)
(B)
(C)
(D)
(E)
(F)
(G)
(H)
(I)
Description
Storm Water Dra~nagr
Earthwork in excavation complete as per Technical Spec~fications Clauses 304 in
(a) Ordinary soil Dram Type D l
(b) Ordlnary rock (not requiring blasting)
Providing, laying and jo~nting hume pipes between road gullies1 manholes1 outfall for storm sewer complete as per draw~ngs and Technical Specifications Section 2900.
NP-2 Type
(a) Dia. 600 mm
NP-3 Type
(b) Dia. 300 mm
N P 4 Type
(c) Dia. 600 mm
(d) Dia. 900 mm
Providing cement concrete including form work for pipe bedding1 encasing complete as per drawing and Technical Specifications Section 2900
Providing and constructing road gulleys complete as per drawing and Technical Specifications Sections 1300 and 1700
Providing and constructing manholes complete as per drawing and Technical Specifications Sections 1300,1700 & Clause1005.
Providing and constructing catchpit in median drain complete as per drawing and Technical Specifications Sections 1300.1700 & Clause1005.
Providing and constructing outfall structure including head wall and wingwall complete as per drawing and Technical Specifications Section 1700
Prov~ding and laying stone pitching on slopes at outfall complete as per drawing and Techn~cal Specifications Clause 2504
Providing and laying granular filter material underneath stone pitch~ng complete as per drawing and Technical Spec~fications Clause 2504
I 'roj~rt: 416 1~111ing e l NII-5 Fro111 Tuni 111 Annkapulli 1)cwumenl: Y9OXX\RII\Vol. VII\Chup.-2 AI~~tract e l Cost Esti~nate
Amount (Rul~ces)
6.189.712
840.446
4.891.084
50.697.090
8,796.710
100,789,299
Unit Rate (Rupees)
I n figures
89 1
1.301
2,498
2.019
43 1
Item.
(I)
(K)
7.06
7.07
7.08
Unit
Lm
cum
L m
L m
Description
Provtding chute drains with cuttofi wall and dumped rubhle at tors at high embankment as per Techn~cal Speclficat~on or direct~on of site englneer
Cutoff wall of M 10 and dumped rubble at toe of chute drain as per speciiicatlon and direction of site engineer
Construct~on of M-15 PCC in bed foundat~on below the 300 Dia. NP-3 pipe as per draw~ng and Technical Specifications Clause 309 and Sect~on 1700.
Lined rectangular drain type D3 Covered drain 100 mm thick RCC slab (Including cost of re~nforcement)
F~limatecl Quantity
6,947
646
1.958
25.110
20,410
TOTAL FOR BILL NO. 7
(CARRIED FORWARD TO SUMMARY)
Sheet: 15 of21 I);~te: Nove~t~l~er. 2000
HEV~Y~OII: KO
ISILL NO. 8 : MISCELLANEOUS ITEMS I 1 I I IJnit Kate
In figures
8.01
8.02
8.03
8.04 Providing and fixing RCC boundary posts complete as per I I drawing and Technical Specifications Clause 806. (includ~ng cost of reinforcemnt)
I(a) Hectometre stone I
Providing and laying pla~n cement concrete kerb as per drawing and Technical Spec~ficat~on Clause 408 and Sect~on 1700
(a) For kerb (h) For foundat~on of kerb Providing plain cement concrete kerh and channel along central verge, footpath, separators, hushays etc. as per Technical Specifications Clause 408 and Section 1700.
(a) For kerb and channel
(h) For foundat~on of kerb and channel Prov~ding and f~x ing RCC guard post complete as per drawing and Technical Specificat~ons section 1700. (Including cost of reinforcement)
No
8.05
I(h) Kilometre Stone I
Providing and fixing RCCIPCC hectometre, kilometre and 5 th kilometre stones complete as per Technical Specifications Clause 804 (indluding cost of reinforcement)
L m L m
L m
L m
No
115.870 115,870
16.887
16.887
8.06
(c) 5 th Stone
Constructing footpathlpaved separatorlpassenge platformlpaved pan of medians and islands complete as pe drawing and Technical Specifications Clause 409 and 407
8.07 Providing passenger shelters for Bus Bays as per drawing and Technical Specifications Section 1700.
8.08
(a) IaneICentre IineIEdge mark~ngITransverse I sqm 1 50.709 marking 2nd any other marh~nglkerh painting
Constructing of temporary diversion including Drainage works where necessary and maintenance thereo including traffic control and safety complete Technical Specifications Clause 112.
8.09
8.10
Specif~catlons Clause 801 and as directed by Engineer. includ~ns the cost of pos~a.fitting & fixing. Sheeting will he rrtro retlect~\,e type of high intensively grade and
Anlount in
Rupees
Pavement marking with hot applied thermoplastic material complete as per drawing and Technical Specifications Clause 803
(a) IaneICentre IineIEdge markinglTransverse marking and any other marklng
(b) Directional arows. Letterlog etc.
Pavement marking Ikerh palnting w ~ t h ordinary paints Grade 1 (IS: 164) complete as per Technical Specificat~ons Clause 803
sqm
No
Amount in Rupees
I)t,rcrilcd ,,,* ,,.,,(,.",1
Unit Rate (nupees)
In ligurcs
4.5(X)
6.750
13.500
7,500
4.500
16.000
7.000
7.000
4.500
200.000
300
3.800
3.800
2.759
7.500
7.850
5,500
5,500
7.500
700.000
10.800
Item
8.12
8.13
8.14
8.15
8.16
17(A
8.17(8
8 18
8. 19
8.20
I'rrgt'vl .,I, 1.N" .,..,,
Description
(a) 1nli)rmatory stgns. size
(i) Facil~ty information 800 mm x 600 rnm
(11) Direcuonlplace indentlficatton slgn 1200 mrn x 700 mm
(iii) Advance dtrectionl Destination1 Reassurancei Place Identificatton sign
(a) 1800 rnm x 1200 mm
(b) 1500 mm x 900 mm
(tv) Route marker signs (450 mm x 600 rnm)
(v) Other ~nforrnatory s~gnsl definition plate (2100 mm x 1500 rnmj
(b) Cautionary signs, size triangular 900 mm side
(c) Mandatory signs, size
(ii) Octagon 900 rnm height
(iii) Rectangular 600x600 rnm side
Supplying and fixing overhead signs complete as per drawing and Technical Specifications Section 800 including cost of posts, truss erectton, fitting and foundations. Sheeting will he retro reflectwe type of high intensity grade and messages/borders will be screen-pe~nted.
Simply supported overhead slgn structure.
Providing & fixing road delineators complete as per drawing and Techn~cal Specifications Clause 805 as directed by Engineer
(a) Roadway Indicators
(b) Hazard Markers
(c) Object Markers Providing and fixtng Metal beam crash barrier complete as per drawing and Technical Specificatlons Clause 810.
(a) Metal Beam Crash barrier
(b) TerminallAnchorage
Providing site office for the Engineer includtng furnishing the same complete as per drawing and Technical Specifications Clauses 120 & 127
Maintaining slte office for the Engineer and other supervisory staff complete as per drawing and Technical Specificatlons Clause 120.
Providing site bachelor residentla1 accommodation(guest house) and servant quarter for Engineer and other supervlsory staff complete as per drawing and Technical Specif~cations Clauses 122 & 127.
Prouding site married residential accommodation for Engineer and other supervisory staff coinplete as per
dra\vlng and Tecllll~cal Specif~cations Clauses 122 & 127.
Ma~nraining site residenti;~l acconlmodation for Engineer and other super\.lsory staff complete as per Technical Specifications ClauseiZZ
Providlng and install~ng \\ '~relessl~~~ohile systenl complete as pcr Tcchn~cal Spec~fiwt~ons Clause 123.
Maintaining \vireless/inohilc sysrein as per Tecl~nical Specifications Clause 123
H i p ~ r l ,1,1 .",,..., I.I"II"I..IC"
Uni l
No
No
No
No No
No
No
No
No
No
No
No
No
L m
No
sqm
onth
Sqm
sqin
lllOnth
syste
nlontll
Estimated Quantity
8
13
12
18
18
55
34
43
4
874
18
36
5,316
165
30
359
630
30
I
30
Slleet: 17 ol' 21 I>ate: Neve~aber. LIHHI
Revision: RO
8.21
8.22
8.24
8.25
8.26
8.27
8.28
8.29
8.30
8.31
8.32
8.33
(A)
1
Amount in Rupees
Estimated Quantity
Unit Item
Unit Kate ( R ~ ~ ~ ~ ~ ,
I n figures Ilescription
Provid~ng & Maintai11111g veh~cles li)r the Engineer Including drtver. POL clc. as per Technical Specifications Clause 124
(a) Pastenger cars
(h) Hard Top Jeep
Supply of crllour record photographs negatlve and two colour prtnts therefrom mounted In alhum as per Technical Spec~ficat~ons Clause 125
Supply of colour video cassette records during construction as per Technical Specifications Clause 126
Prov~ding project implementation unlt as per drawing and technical spec~ficatlon 122 & 127
Ma~ntenance of project implementation unit as per drawing and technical specificat~on 122
Erection and ~nstallat~on of reinforced earth structure consisting of precast facia and soil reinforcement as per drawing and Technical Speciftcation Clause 703
Earthwork including excavation, back filling, grading and compaction of selected back fill soil behind reinforce earth structure as per Technical Specification Clauses 703 & 305
RCC Crash barrier monolith~c with friction slab M-30 as per approved Drawing and Technical Specifications Clause 809 & including cost of necessary material, formwork and reinforcement.
Provision of fensinglguard rail on median. pootpath complete as per drawing and Technical Specification
Provision of electrical post including errection toll plaza sectlon as per drawing and Technical Specification
Supplying and lay~ng of I I nos. approved permanently lubricated HDPE Telecom Ducts of 40133 mm size ~ncluding fixing of accessories like couplers, end plugs. simple plugs. manholes. ducts etc, complete for future cable installation as per drawing and Additional Technical Specification Clause A-8
Toll Plaza and wa? s~de Amenities
Providing Toll Booth buildings complete as per draw~ng and Technical Spec~ficatiuns Clause 127 and drawing
~ncluding arrangement of electric supply. all electrical itetiis like fans. Ilgllts. socket receptacles, and complete wi r~ng wtrh requisite earthing. provid~ng fire alarm and giglit~ng system llke smoke detector, electr~c hooter tiiultizone control K: repearer panel with hartery backup. cabling and CO? hand rxt~ngu~sher.
eh.da
eh-da
NO.
Sets
sqm
month
Sqm
Cum
L m
Lm
No
Sqm
2.738
2,738
5,895
2
237
30
18,237
2
58.950
68
I'ridcvl: 416 I,;~nitlg c ~ l Nll-5 from Tuni to At~akapslli I)IK~IIIICII~: I)!MIX~\UII\VOI. VII\Clrap.-2 Al~slr;st ill (:OF( ESIIIIIPIC
Shwt: 18 of Z l I h t e : Nevelllher. ZI0O
Hcvision: HO
Amount in Rupees
928.000
112,500
1,000.000
1.130.000
178,610.259
Unit Rate (Rupees)
I n figi~rcs
8.000
4,500
500.000
1,130.000
lteln
(13)
(C)
(D)
(E)
TOTAL
Unit
sqm
Sqm
No.
No'
Description
Prt~vtd~ng Toll Plaza administrative huilding complete as per drawing and Technical Specifications Clause 127 including arrangement for electric supply, all electrical items like fans, lights. socket, receptacles, circuit wiring and requisite earthtng, provid~ng fire alarm and lighting system l ~ k e smoke detector. multizone control and repealer panel w ~ t h battery hack up, cabllng and C02 hand extinguisher, prov~ding wale supply ~ncluding all pipes. fittings, tanks, tunewells, pumps, valves etc. complete, septic tank, sewer lines. drams, compound wall, fencing etc.
Providing Electrical room complete as per drawing and Technical Specifications Clause 127 including arrangement for electric supply, all electrical items like lights, exhaust fans, socket. receptacles and complete wiring, with necessary earth stations including supply and installation of new Generator capable to meet the requirement of Toll Plaza complex and have 208 spare capacity.
Providing and installing power genrator 10 KV and power backup 10 KV UPS at Toll Plaza complete as per drawing and Technical Specifications shown on drawing including all electrical items.
Providing and installing Toll Plaza equipment including electr~cally operated barrier gates complete as per drawing and Technical Specifications shown on drawing with control wiring for 3.00 m wide toll lane
FOR B I L L NO. 8
Estimated Quantity
116
25
2
I
(CARRIED FORWARD T O SUMMARY)
Sheet: 19 01'21 I k t e : November, 20110
Kevi.;ion: KO
B I L L NO. 9: MAINTENANCE, REPAIR AND REfIAI%II,ITATION I
Item.
9.01
Unit Description
9.02
Estimated Quantity
Carrying out routine maintenance of Highway as per Technical Spec~fications Clause 3002 and as per directions of the Englneer. (excluding bituminous work)
9 03
Carrylng out treatment and repairs to pot holes and any necessary patching to exist~ng hituminous carriageway surfacing as per Technical Specificat~ons Clause 3004 and as per the direct~ons of me Englneer
Prov~d~ng renewal coat w ~ t h mlx seal surfacing ~ncludlng clernlng o f exrstlng b~tum~nous surfa~e as per Techn~cal Spec~flcatlons Clause 512 & Sect~on 3000 to the areas of the exlstlng carrlageway as per the dlrect~ons of Engineer
9.04
9.05
Km- month
Sqm
9.06
1.758
(a) 20 mrn compacted thickness
(b) 40 mm compacted thickness Providing tack coats complete as per Technical Specifications Clause 503 to the areas of the existing carriageway as per the d~rections of Engineer.
Repairing of existing R.C deck slab1 girder by chipping or peeling off loose concrete, cleaning reinforcement, treating the exposed surface with epoxy paint and filling the affected area with non-shrink concrete mix not lesser than 1:1.5:3 by using l2mm down coarse aggregate including th coat of epoxy paint, non-shrink admixture, formwork. centring, curing etc., including cost of all labours, materials equipment and staging all complete as per Technical Specifications Section 2800. (new concrete 50 mm thick including cost of reinforcement)
9.07
sqm Sqm
sqm
sqm
Taking out the exlsting drainage spout of Bridges and promding, fixing nev dramage spouts and down pipe including cost of all labour. material equipment staging all complete as per MOST standard drawing and Technical Specifications Clause 2705
9 08
Onit Rate (Rupees) In figures
NO,
Peeling off of damaged plastered area from existing structure, raking out joints and roughening of old surface to receive new plaster, using polymer modified mortar of 15mm thickness as per manufacturers Specifications including cost o f all materials, labours. equ~pmenr's, staging. all complete as per Technical Specification Clause 1312.
9.09
9.10
0. I I
'qm
Reinforced cement concrete grade M-25 for extension of deck slah on spans including necessary chipp~ng of ex~sting concrete lncludlng 'supply and fixlng reinforcement complete as per drawlog and Technical Specification Sections . 2300 and 2800.
cum
Kepalr of stone masonry work by pointing with cement mortar (1:3) as per Technical Specificauons Section 1400 and ~ l ~ r e c t ~ o n of Engineer
Prov~ding re~nforced celnent concrete railings including dismnntling of damaged ra~ling, complete as per drawing and Tecllnical Specif~cation Sections 2700 .and 2800 (including COSI of r e ~ ~ i f o r c e ~ l l e ~ ~ ~ )
I'l-o\'~d~ng asphait~c plug (300 mni s 75 mm) on top of jo~nls het\vecli old & new concrete as directcd hy Engineer
sqm
Lrn
Lm
Sheet: 20 of 2 l Date: Noveml~er. 2000
Kevislon: KO
1)crnil~d I ' r o j ~ ~ t Rc[~l,o,oi I , . 1 I _ I I . W . , 8 I X Y .,.., l11,. I"I...I1.,".*..,>n
Item.
9.12
9 13
9.14
TOTAL
Description
Removal of exlstlng cement concrete wearlng coal manually or w~ th me help of Jack I4ammers includlng d~sposal complete as per Technical Spec~f~cation Clause 2809 without causing any delrlmental effect or any part of the Brldge Structures.
Cleaning i ~ f expansLon gaps and providing filler type expansion jolnl includ~ng supply of all materials, lahours complete as per Technical Speclficatlon Section 2600.
(a) 20 mm thlck
(h) 12 mrn th~ck
Plane Cement Concrete M-20 for extension of masonry1 PCC Ahutmentl Pier, foundation includlng cleaning of dismantled face of exlstlng structure and applying a coat of cement slurry casting fresh concrete against the old concrete face including all cost of allmater~als, formwork, centring staging curing all complete as per Technical Specifications Sections 2100 & 2200.
FOR B I L L NO. 9 (CARRIED FORWARD T O SUMMARY) 15,344,282
Unit
'qm
L m
L m
Estimated Quantity
343
65
38
Unit Rate (Rupees) I n figures
80
1.000
2,500
Amo1111t (Rupees)
27.440
65.000
95.000
B I L L NO 10: PROVISIONAL ITEMS
I>rr~~il i .d /'roji,cr Report ,,,, I l V U * .,.., ,111," l~i,~"II*l"I1.,\.,.
Amoant (Rupees)
106.100 710.100 490.203
1.771.092
3.000
504,000
1 1,959,480
4,417.000
1.407.600
800.800
4.000.000
1.850.000
1.900.000
643.500
1.750.461
885.500
33.198,836
Item.
10 01
1003
10.04
10.05
10.06
10.07
10.07
10.07
10.07
10.08
10.09
10.10
10.1 1
TOTAL (CARRIED
Estimated Quantity
2.122 7,101
1.953 2.484
1
360
45.998
63 1
360
52
80
37
2
117
318
161
Unit Rate (Rupees)
I n figures
50 100 25 1
713
3,000
1,400
260
7,000
3,910
15,400
50.000
50.000
950.000
5,500
5.500
5.500
Descript io~~
Cutting of trees including cuttlng of trunks, branches and rcmoval of stumps ~ncludlng stacking of serviceable material w~thln a lead of I000 metres and earthfilling In the depress~onlp~t and per Technical Spec~ficat~ons Clause 201
(a) G~r th above 300mm to 600mm (h) Gum above 600mm to 900mm ( c ) G~r th above 900mm to 1800mm
(d) Girth above 1800mm
Providing and installing Telephone connection with STD facility
Boring for soil investigat~on Including conduct~ng necessary tests and preparation of report, as per direction of the Englneer and Technical Specifications Sect~on 2400.
Co ord~nation o f Shift~ng of OFC Utilities as per Technical Specifications and as per direct~on of die Engineer.
Co ordination of Shifting of Electric poles Utilities as per Techn~cal Specifications and as per direction of die Engineer.
Co ordination of Shifting of Telephone poles Utilities as per Technical Specifications and as per direction of die Engineer.
Co ordination of Shifting of Transformer as per Technical Specifications and as per direction of the Engineer.
Co ordination of Shifting of concrete-well as per Technical Specifications and as per dlrect~on of die Engineer.
Co ordination of Shifting of Irrigation-well Utilities as per Technical Specifications and as per direction of die Engineer.
Construction o f building (plinth area 9 sq m.) and installation of weigh bridge including arrangement for electric supply, all electrical items like lights, exhaust fans, sockets. receptacles and complete wiring with necessary earthing etc. complete as directed by Engineer.
Traffic Aid Post and Pol~ce Post building with complete fixtures Including electr~clsewerlwater supply
Construction of bus laybyes shelter and other facilities complete as per drawing and Technical Specification clause .
Construction of way side amenities like toilet including septic tank and other facilities building complete as per drawing and Technical Specification clause 127
FOR B I L L NO. LO FOR\TARD T O SUMMARY)
Unit
No. No.
No.
No.
No.
L m
m
No
No
No
No
No
NO.
sqm
month
sqm
%. , ,
k
Chapter 3 F
I I Abstract of Quantities
Project: 416 Laning of NH-5 from Tuni to Anakapalli Document: 99088\RH\Vol. VII\Chap.-3 Abstract of Quantities
Sheet: 1 of 23 Date: November, 2000
Revision: RO
ABSTRACT OF QUANTITIES SITE CLEARANCE
Detailed Project Report D : P C O I I \ m D R I l r p o n ! ~ \ ~ . X L S
Roads & Highwajs
Estimated Quantity
157
1,489
234
208
Unit
hct.
cum
cum
cum
cum
Lm
Item
1.01
1.02
Description
Clearing and grubbing road land complete as per Technical Specification Clause 201.
Dismantling structures and pavement upto 1.5m above ground and 1.5m below ground level including disposal of resulting material and/or salvaging useful materials co~nplete as per Technical Specification Clause 202.
a) Brickistone Masonry structures
b) ConcretiReinforced concreteiPrestressed concrete structures including cleaning, straightening & cutting of bars and separating them out from RCC/PSC
C) Pavement courses
d) Stone/ Brick Pitching
e) Pipes, Hume Pipes, guard rails, edging kerbs, gutters and fencing
Project: 416 Laning of NH-5 from Tuni to Anakapalli Document: 99088\RH\Vol. VII\Chap.-3 Abstract of Quantities
Sheet: 2 of 23 Date: November, 2000
Revision: RO
ABSTRACT OF QUANTITIES
EARTHWORKS
Detailed Project Report D;F€41VM\DPR RlpmlBOQ\BOQ-XLS
Item
2.01
2.02
2.03
2.04
2.05
2.06
2.07
2.08
2.09
2.10
Roads & Highways
Description
Roadway excavation necessary for construction of roadway including all leads and lifts (original ground level shall be taken after clearing and grubing xcept rock) as per Technical Specification Clause 301.
(a) All types of soil
Construction of embankment with approved materials from borrowpits complete as per Technical Specification Clause 305 with all leads and lifts.
Construction of subgrade with approved materials from borrowpits complete as per Technical Specification Clause 305 & 403 with all leads and lifts
Construction of granular shoulder with approved material
complete as per drawing and Technical Specifications
Clause 407 with all leads and lifts.
Construction of embankment, subgrade with materials obtained from roadway & drainage excavation, complete as per Technical Specification Clause 305 Scarifying 150 mm, watering and compaction of original
ground with maximum of six passes of 8-loton roller as
per Technical Specification Clause 305
Loosening and recompacting subgrade in all kinds of soil complete as per Technical Specification Clause 305
Filling of medianlisland with soil complete as per
Technical Specification Clause 407 (a) Ordinary Soil (b) Granular material
Transportations and disposal of surplus material beyond initial lead of 5000 m upto additional lead of 5000 m to 10000 m complete as per Technicla Specification Clause 201 and 301.
Scarifying existing road surface including bituminous surface and conlpacting complete as per Technical Specification Clause 501.
Unit
cum
cum
cum
cum
sqln
sqm
cum
cum
sq.m
Estimated Quantity
960,373
94 1,883
767,283
103,878
416,637
1,076,721
104,331
43.941
2,525
Project: 416 Laning of NH-5 from Tuni to Anakapalli Document: 99088\RH\Vol. VII\Cliap.-3 Abstract of Quantities
Sheet: 3 of 23 Date: November, 2000
Revision: RO
ABSTRACT OF QUANTITIES
SUBBASE AND BASE COURSES
Detailed Project Repori D : P C O I O \ m D F U RwponiBW\BOo.XLS
Roads & Highways
Estimated Quantity
316,040
97,601
Unit
cum
cum
Item
3.01
3.02
Description
Constructing Granular Sub Base (GSB) with
approved materials co~nplete as per Technical Specification Clause 401.
a) Grade I
Constructing Wet Mix Macadam (WMM) base with approved material complete as per Technical specification Clause 406.
Project: 416 Laning of NH-5 from Tuni to Anakapalli Document: 99088\RH\Vol. VII\Cliap.-3 Abstract of Quantities
Sheet: 4 of 23 Date: November, 2000
Revision: RO
ABSTRACT OF QUANTITIES
BITUMINOUSICEMENT CONCRETE COURSES A. BITUMINOUS COURSES
B. CEMENT CONCRETE COURSES
Item
4.01
4'02
4.03
4.04
4'05
Delailed Project Report D:rC410\9W8tDPR Renon\MQ\MQ.XLS
Description
Providing bituminous Primer Coat over granular surface @ 7.0 kg per 10 sqm of surface area complete as per Technical Specification Clause 502.
Providing bituluinous Tack Coat @ 2.5 to 3.0 kg per 10 sqm of surface area complete as per Technical Specification Clause 503.
Providing and laying Dense Bituminous Macadam course (DBM) complete as per Technical Specification Clause 507.
Providing and laying Profile Corrective Course with DBM as per Technical Specification Clauses 501 and 507.
Providing and laying Bituminious Concrete (BC) wearing course complete as per drawing and Technical Specification Clause 5 12.
Item
4.06
4'07
Roads & Highways
Unit
sqm
sqm
cum
cum
cum
Description
Providing and laying dry lean cement concrete complete as per drawing and Technical Specifications Clause 601
Providing cement concrete pavemnt (Rigid) complete as per drawing Technical Specifications Clause 602
Estimated Quantity
376.810
1,906,165
99,178
47,764
29,780
Unit
cu.m
cu.m
Estimated Quantity
78,194
162,358
Project: 416 L a n i n g ofNH-S from Tuni to Anahnp;blli
Document: 99088\RH\Vol. VII\Chap.-3 hstract of Qusntities
Sheet: 5 of 23 Dac: November, 2000
Revision: RO
Backtillmg brhlnd abuunca,. r m y \\.tit, I C ~ ~ I ~ I > \\,III< \ i > t 1 1
rrlmted lmpned grallular Intasrt.tl I I I .il,l,'rncd ga.1111! complete as pcr drawtng and I c c l ~ ~ ~ c . ~ l \~n.~t i r . t l~ t ,#~. I 1 ; ~ ~ s 304 and I 0 5
Pmviding Filler tnediutll hchtnd nbut~ncat i \ ~ # b y \\nil nncl
return wall complclc as pcr dra\ \~#>e :t~rl Icil>il!r;$l Spxiiicaltonr Clauwr 105 K 25114
Platn cmvnr comrrre M ~ l S ~n Inundrlio~t lc\rllt!lg cou8u.
nc. ~l~ ludmng crnvrlng 2nd rhul~ertng all coi~>pCe as wi drawing and Trchncal Spcc~tral~nrlr Secllcrht 17lXI
Cement eoncmtrlM-251 tor Plaln cnoclccc I<cl#>tarccd
comnr i n open foundallan corrlplctr rs 1n.r d r m ~ " and Technical SpslAcallonr Sncmons 171YI d ? 103
StrvcNral crmnt concrete lor plam ct~~rncw (rcnnlorccd colrrcle as per dnwing alld Trchnral Spr.c#l!rr!lon Scct8oo 1200. ISWaald 1700
(a) M 30 g n t m well curb
(b1 M 25 grade m top nld hactomn 1,111
Item. No.
5 01
(CI M M grade in well strlnlng
(dl M I 0 grade drm well cap
Pmvldmg. labrtcal~ng and layany 81) Inlr#ln,o cult81lg cdgc 01
mild weel ior wll ioundatbon lor brndycb .I, ll-T dr~ \ i l np and Trchnlcal Spsit2atian Scllon I2Wl .nxl I L W X l
Scnking o i w l l s thmugh all types u l a,d, ad nnL lo Ix mcasurrd fmm low water lrvcl (other lhdtl 1111~utnalir m 1 h a of sinking I camplrle as pcr drawl~lg and l ' n l ~ n i c r l Sprcifcmion Ssrmn 1200
( a ) D r p h u p o 3 m
(b) Drplh 3 - 10 m
(c) Dew 10 - 20 m
(d) Depth 20 - 30 m
Sand tilling i n wll ar pcr drawnp and l c c l l # ? ~ r r l Speci f~aran Sntion 12W
Crmrnl c o n c W M - 2 5 ) tar Plrm r o l r r r l r I Rclolorced commc for s u b a n u ~ r e conlplrlc as pcr drawnng and Technical Spr i fca ionr Snlanr 17W i\. ZZ*I Reinforced c-nl ooatirr~c In sulxr slmlurr CLIIIIPCI' as
pcr drawing and Techneal Spsll icru#t~>r Srcltonr I7M)
&2MO
la) M25grade tor RC T Glrdei k Sld,
(bl M I 0 gra& for Solid Slrb
Reinforced c m r u conorelr ntl lng cumplcc as 1x1 dmmstng a@ Tshn icd Sps i t2a~ohr Sn!to~> 271X) I$lnlud~t,g cost ol remtonrrnmrl
I)rrcril,tol8v
Earthwork in rxcavrllon ot laumrl;tlati,l Ikw r l lor la lo
complra as pcr drawing and 'Trr l~ l>t r i l \ l*.r#iu;~a>is ( ' 1 . i ~ ~
3c4
I HYSD bar minfbrrcmmt complrlc rs p r dra\rlng and
Techncd Spl.tt2allahr k l l o o I ( i X l 1 Pmviding weep holes in, abutmcn!~. ~ r ~ i g \\:dl, nlld rctunl
walls n c , complrlr ar pcr drawlnp and I c~ l l # l~c ; i l Spx~licarionr Snuan 27MI
l ni l
rum
B l N m i m r vnrcng coum 16: mm 11tuLi runtprts18ng 511 rnln
asphalt concnrlc I" a rlllglr layer ubc8 I h ~ ~ ~ ~ n ~ n o u r Imarcr courv of 12 rnm thick wllh r pr!#le i < ? ; b l c<!tnplclr .ir j x r drawing m d Tmhnral Spn-~ilracmc,nr Sruu!n 27lXI
Supplying and fixing concrrlc crash h;trncr lyt*. brrler rnds ~omplele as pcr drawtng and Tcrhlllcrl S l x~ l l ca l l o la (1Iduw 8W and Section 1700 ilrludlng can i,l Inurr.rsaiy ~,laLer>.tl. formwork and reiniorcrmr8ll
Rrinlbrced ccmcnt catxrctc apprnx.18 rlnbs tnlud>ttg cost
n n f o r c r m s r cornplrlr as pcr drra tile and T m h n ~ a I Spcciticalions Snl ion 27W.
Cement cowme M 15 g r d c i c \ c l l ~ ,~g lourq ixio\s .tll(,macl~ slabs uomplrtr as pcr drrwlng 2nd I L%I~IIIC.II ) I ~ x ~ t l i ~ . t t ~ ~ ~ ~ l \ Smtan l7W.
Prn~ndlng and tixmg Elasa,mr.rr hc;il-tog ~ u ~ ~ l p l c a :a I"
drawing and Tr~.hssal SIWT~~~L.IIII)II. \ i . ~ l~w i 2lI1I
&railed Pmjecf Report R o d & Highways a m n-i,.P" .*-.uw,Mw I)>
Chainage of bridges 315850
472
3Ml ljll
754
111 231
IL?h
3115 i l lx
X l d
316lH7
I855
31-1-137
11172
114 972
3
318 ?38
318
321 045
2848
Project: 416 L a n i n g o f NH-5 f r o m T u n i l o Ani~k;~p;ul l i
Document: 9908S\RH\Vol. VI I \Chap.-3
Abs t rac l of Quantities
Sheet: 6 o f 23 Date: November. U)OO
Revision: RO
Derailed Pmjecr Repon I." 4.. U n l b r . .CU",IY", \8 .
Ilelll. No.
5 34
5 37
5.38
5.39
5.43
11111
1.111
1.111
V1.
Nr
k.rcrilnlo~,~#
Jolnc 1811nig
la1 Supplytilg and 111111g iil ,XISIIIIII> ? ( I 18il18 I : , ~ L ~ I V ~ C I I I U ~ I ~ ~ C ~
J O ~ t i l l rr tn eipansmn )0!811 uo011r10c .I- I*.' c1r.8~ 1111 .ii>tl
T~CI I~~IC~I Sw~ficatmons Scrlmuri Z<<Li
I b l Cons!rucl~onolloinl u ~ l h Arp11;~li p l tqp~ng 01 old <lr,rh w ~ b nrw deck slab 13Wmm r 751~1nl i t \ /*.I t1c.t~ 8 t l ~ iwil ils
d i r r c td by t h Englncer
l c l S ~ n p wal rypc ot expasslull jolia rolni>lrir n- lui <ll;nk!$lg and T c h l ~ r a l Spec~lli-atiuor Sn'ilun l i x k l I I I ~ I U ~ I I I ~ accrptalre lenlng ar s p x t l t h l . 10 IT #il-i.~iI~.tl l # # l t l ~ > supcrvelon o l rpx'trinn nnaLnularturc8
Synthelr r!mI pptnltng or Bndgc5 PI .~tnl \pall Arrangement ar per IRC 7-1971 alxr .I, clwcr~cd Ih! I-ng81luc1. Pmvding and fixing dralnagr Spout? cu!llplcr ;Is WI
drawing and Tahnka l Spx~ l ra r i on r Clnuv: 2705 Dram Plpc I W mm dim c o t m t o r tor dlr#o.ipc i:murr n\ pcr drawmg and Technual Spniiiat8ons (:l.,uc 27115 Providing and painting of tlmd g a u p I,II ~ u l ~ n r u c ~ u i t . 113 full hrght and 5 W mm width as pcr ~11c d ~ ~ c u ~ ~ < > ~ ~ s ot cl~c Engblrer
321.645
24
I
I I
Chainage of bridges 115 8511
22
4
ICKJ 150
?I
I
6
11.1 137
?J
I
4
310 I147
49
I
3
114 972
24
I
Ill> : l l i / ? I l 31
i 3IR 238
70
I
48
4
1 21
J
3
I
11,
Project: 416 Laning o f NH-5 f r o m T t m i 1'3 A ~ v . ~ l ~ i ~ l l i ~ l l i
Document: 93088\RH\\'ol. V I I \Chao . -3
:.:jstract o f Quantities
Sheet: 7 o f U Dale: November, ZOOO
Revision: RO
Esnhvurk 8s exravrlxan'ot lourldal~c,n II,I .4ur i IC-
complccr as prr drawmg and Tc~llo8csI \ ~ c < ~ l # r . l , a ~ # i - l #.tu,i.
selrcled unponrd eranular malrrlal 01 .tl,~wtnc<l tn..ll#!i complrlr a$ prr drawme and rcchnanl 51killli.11111:1. ( ' I~I I-L.*
M4 and 305
Providing Filler medium brllmd abuanrltt. \\#air s .$I! ;i!%I
return wall complelc as pcr draumng and 1 r i l i ~ ~ ~ . ' . ~ 8 S~UIIK~IIOLIS Clauses 305 & Z j lH
Plam ccmrnr corr-rcr M - I 5 lo Ioutxlalton I cv r . l l ~~~y <ounc c r . including or t~ l r r iog a d rhullrrlng all ro~nplc i~ . .A, ~wl-
drawmg atld Technica lSpc i f in~oor kcuoi l l i 1 X 1
Crmrn! concmdM-251 ior Plain cotxrctc . IUL.~~~I~ILLT~
colnplrlc as pcr d n v In: r ix l Trchaicrl Sprl l icauonr Sntlal lr 1700 & ? IIKI
Suucrural crmctll Comrerr lor plalll C O I K T L . ~ ~ ! ivo l l<*r i~ t l comrrrr as p r drawing and Technl~al b ~ u ! # c i ~ ~ a t i r \CCIIOII
1200. I500and 1700
la) M 30 grade I" wll curb
(b) M 25 era& in lop and ballom plug
(c) M 30 grade 10 well ncinsng
Id) M M grade ~n well cap
Pmviding. hbricatutg and I b i o g 881 ~lrm~aai> nri l iny alec o l mild steel for wll fwndallon tor brtdgcr n h 1n.r ~ l i n \ s ~ i l y imd
T-hnkal S p r i f i a l ~ o r ~ Section 12UJ and I'M10
Sinlrsng oivvrl lr rhmugh all r y p r o l m l r and 81% L lo tx mearuwd tmm law water level m h r r dun ptrutla.u, ~nv i l r u o f sinking ) ~ 0 m p k B as per drawtng 2nd Tec l~# !~~ .# l S p r l R a r ~ o n Section 1200
(a) r x p m upo 3 m
(bl Depb 3 - 10 m
(c) Deplh 10 - 20 m
(d) Deprh 20 - 30 m
Sand tilllng m wll as pri drawmg and 'Iech~bu.81 Specilkation Sectton I200
C m r u ~nncnc1M-25) for Plain c o w n c 1 I<CIIIII)R.~~ c m m r for rubrvucrurc complrv ar prr drawilng and Tcchncal Sp~.citkpIIom Sect1ot6 1700 &. 221WI
Rrintbrced w e n 1 corr r rw ~n s u p r rllwlure r08nplc~r rr p r drawing and Technical Spc lRB~ ion r Srctr,w 1700 br23W
I (a) M2Sgnde for RC T Girder & Slab (b) M M gnde for Solad Slab
HYSD bar r r i n fo~cmcn t cotnplrlr as wr dra\b181. .~irl
Tshnca l Specifical~ans k l ~ o n lOMl
Pmviding weep holes 10 abunnmlr. sing walls .IIXI Scturn walls cs. complrlr as pcr draw~sg and T~rhn~t .c i Spc~t icarnnr Sectbn 2700.
Bimnnlnour wrarmg course 162 8nln uhtchl ca#nt,r>rins j l l t o l l i
asphall c o m n r in a single layer ober b tcu i l ~ \w i~ - I:~.I-ID~
cwrV 01 12 mm rhlck with a prune coal conil>lclr .A: 1r.r draumng atld Technical S p r ~ i i ~ a t ~ o ~ ~ r Sccu08, ?'lr 8
Supplying and t i i ~ n g co l r r r l r crash brrrmcr ()'I' 1" ~dec r;t~l, complete as prr drawing and Trchnbral S ~ ~ ! l r . i i ~ o n r Claue 809 and Snl ion 1700 includ~ng con oimwtcrson nlatcrml. f o m w o r l a d rrtnforccmre
Rrtnforced cement c o ~ r n r approach slabs i#rlodtn? coa
rr infonnnmrs complete as prr dns ing nild 'lrcl~~,ii.al Sp&ficatlanr Section 2700
C m r n l concrnr M I 5 grade Irvellzsg cauru, I%!IIU a(>pm;! slabs complete rr prr drawmg 2nd T r r l ~ # > ~ r l SI~LI:~L~~~~UIIL Sccllon 1700
P m v d a g a d fixing Elanolncrtc brnrnng ~<,i l iplc!r .A> I r , draw~np, and Trchncal Spcclliual~orls Scrlnm Z I * i
- Total
Roods & Highways
Project: 416 Laming of NH-5 from T u n i tu Aa;tk;np;$lli
Document: 99088\RH\Vol. VII\Chap.-3 Abstract of Quantities
Sheet: 8 of23 Date: November. LOW
Revision: RO
(a1 Supplying and tixnlg in posa8on 20 l l > # r l ~ r i r ~ ~ i o u l c l c ~
jolnl tiller m rxpanrlon joint conlplar. ra (KC dr.tniilr .&lid Technical Spr.llrallonr Secttoll ZCIIY)
(bl CO~SCNCIK)~ oiloinl wrh Aspllnll pluri.~#hr hi ,)Id dcr l.
wnh w w deck slab 13Wmm r 75mlnl r, !v d1.t6,11? ,~od .A. dlrrctrd by the E n g l m r
Ileal,. Yo.
Rwdr & Highways
k r n l f l i c m
1 5 38
5.39
5.43
1 ,nit
I P, 5 34
praldlng md l i i ing dralnrgc Spurn m~l~l,li.lc .i% wr draw~ng and Techncal Spsil icstola Clitucc 2705 Drain Plpr IW mm dia conwror for dl.atudoc qkrul, as l x r drawing md T-hnicrl Spsilkattons Cl; lus 17115 Pmvlding and panting of l i d gauge or? .;ubnn~~iurc 181 lul l he@, and MO mm w!dh as per @he dtrccilam. 111 :hi.
Enginrrr
Jomr I l l l t~ ig
(:haitrage of bridges 331 1~11) 332 l(>iI j: i ~ W A J ~ .;;-I 2221 335 341) i b l ) 343 X ~ O J 3.17 1 ~ 6 ) 353 050
I I
~r
Total
12 12 III 5 6 1 1 6
? (XI
21 7 77
I I
255
0
17
Project: 416 L a n i n g o f NH-5 f r o m 'l'uni t o Anakapa l l i
Document: 99088\RH\Vol . V11\Chap.-3
Abstract o f Quantities
Sheet: 9 o f 23 Date: November, 2000
Revision: RO
A b s t r a c t o f Q u a n t i t y for ROBS $ 2
Detailed Project Report D;PCmSW#\DFR Rqoni809(800.XLS
Item. No.
5.01
5.02
5.03
5.04
5.05
5.06
5.07
5.08
5.09
5.10
5.12
5.14
5.15
Roads & Highways
I)csrription
Earthwork in excavation o f ti~undation for structures complete as per drawing i111d I 'ecl i~~ical Speciticatio~ls Clausc 304
Backfilling behind abutment%i wing wallsireturn walls with selected imported granular ilii~terial o f approved quality complete as per drawing and Technical Speciticat~o~is Clauses 304 and 305
Providing Filter medium hehind abutment. wing wall and return wall complete as'per drawing and Technical Specifications Clauses 305 & 2504
Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all co~nplete as per drawing and Technical Specifications Section 1700
Cement concrete(M-30) tix I'lain concrete / Reinlbrced concrete in open foundat~on complete as per drawing and Technical Specification5 Section.; 1700 & 2 100.
Structural cement concrete tor platn concrete Ire~nforced concrete as per drawing and 'l'echntcal Speciticarion Section 1200, 1500 and 1700
(a) M 30 grade in well curh
(b) M 25 grade in top and h ~ t t o ~ n plug
(c) M 30 grade in well steining
(d) M 30 grade in well cap
Providing, fabricating and laying in position cutting edge o f mild steel for well foundation for bridges as per drawing and Technical Specification Section 1200 and 1900
Sinking o f wells through all types o f soils and rock to be measured from low water level (other than pneumatic method o f sinking ) complete as per drawing and Technical Specification Section 1200
(a) Depth upto 3 m
(b) Depth 3 - 10 m
(c) Depth 10 - 20 m
(d) Depth 20 - 30 m
Sand filling in well as per drawing and Technical Specification Section I200
Cement concrete(M-25) Ibr I'lain concrete 1 Reinforced concrete for substructure co~npletr as per drawing and Technical Specifications Sections 1700 &, 2200 Cement concrete using M-40 grade for prestressed concrete in super structure complete as per drawing and Technical Specifications Section 2300
Reinforced cement concrete railing complete as per drawing and Technical Speciticatio~is Section 2700 (including cost o t reinforcement)
HYSD bar reinforcement co~iiplete as per drawing and Technical ~pecitications Section 16W.
['nit
~UIII
C U I ~
cunl
cum
cunl
cull1
cum
Total
11412
712
798
207
1875
5412
1334
1326
326.112 k m
5706.04
355.96
399.20
103.29
840.00
-
2795.00
502.40
545.00
ROBS
344.859 km
5706.04
355.96
399.20
103.29
1035.00
2617.00
831.20
780.77
Project: 416 L a n i n g of NH-5 from Tuni to Anakapa l l i
I Document: 99088\RH\Vol. VI I \Cl iap. -3
I Abstract of Quantities
:Al)stract o f Q u a n t i t y f o r ROBS
Sheet: 10 of 23 Date: November, 2000
Revision: RO
Detailed Project Report o:vcaaurmom a ~ m w i w . x l s
Item. No.
5.21
5.22
5.26
5.30
5.31
5.32
5.33
5.34
5.37
5.38
5.39
Roads & Highways
1)cscl-iption
Providing weep holes in ahu t~~~e~ l ts , wing walls and return walls etc. cotnplete as per drawing and Technical Specifications Section 2700.
Bituminous wearing courw 162 111111 tllick) co~nprising 50 mm asphalt concrete il l a ,~nglr layrr over hiruminous mastic course o f I 2 mln rh~ch w1t11 a prllne coat co~npletr a\
per drawing and Technical Specifications Section 2700
Providing and supplying 111gI1 ~c~ ls i le steel wires1 strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Section 1800
Supplying and fixing concrete crash harrier type bridge rails complete as per drawing and Technical Specitications Clause 809 and Section 1700 i~ ic ludi~ lg cost of necessllry material. formwork and reinforcelnc~~~
Reinforced cement concrrtc approach slahs ~nclud~ng cost reinforcements complete a\ prr draw~ng and Technical Specitications Section 2700.
Cement concrete M 15 grade levelling course below approach slabs complete as prr drawing and Technical Specifications Section 1700.
Providing and fixing PO'I cum PTFE bearing co~nplrte as per drawing and Technical Specitications Section 2000
Joint -filling (a) Supplying and fixing in pl~sition 20 mrn thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600
(b) Construction o f Joint with Asphalt plugging o f old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer
(c) Strip seal type o f expansion joint cotnplete as per drawing and Technical Specitications Section 2600 including
acceptance testing as specified. to be installed under supervision o f sprcialia ~na~lufacturer.
Synthetic enamel painting o i Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineel-
Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.
Drain Pipe 100 rnm dia. connector for drainage spouts as per drawing and Technical Spec~l~cations Clause 2705.
, Total
262
1837
31
195
102
36
3150
122
2
35
I n i t
Lln
\(1111
M T
1.111
1.111
cull1
M1
Lm
Lnl
NI-
NI-
326. I12 krn
130.80
693.00
12.80
77.00
51.03
18.13
1200.00
48.60
1.00
13.60
ROBS
344.859 k m
130.80
1144.00
18.60
118.00
51.03
18.13
1950.00
72.90
1 .CQ
21.80
Project: 416 L a n i n g o f NH-5 f r o m 'l 'uni t o Anakapa l l i
Document: 99088\RH\Vol . VII \Cl ial) .-3
Abstract o f Quanti t ies
Abstract of Quantity for Hume Pipe C u l v e r t s
I
5.01 l ~ a n h w o r k in excavation o f ti>u~idation ti)r srrucrures
I I complete as per drawing and l 'eclit~~cal Specifications Clause 304 in
5.02 Backfilling behind abutment* ibi~ig wal lslrr tur~~ wall>/ I I below pipe with selected i~npc~~-rcd sranular material o f
I I approved quality co~nplele as per drawing and Technical Specifications Clau\rs 304 and 305 I
5.04
.
Plain cement concrete(Ml5) In foundation levelling course etc. including centering and shutrering all complete as per drawing and Technical Specifications Section 1700
5.10
;. 17.8 Plastering (20 mm) on expose surface as per drawing I and Technical Specification
Cement concrete(M15) for P lan concrete / Reinforced concrete for substructure co~ilpletc as per drawing and Technical Specifications Sectlolls 1700 &. 1200
i.17.A Brick masonry in cement mortel- I :3 ( 1 cement : 3 coarse sand ) in founderions1suhst1-ucru~r complete as per drawings and Technical Specifications Section 1300
5.16
Refilling o f trenches with approird material as per drawing and as per Technical Specifications Clause 304.
Providing, laying and jointing NP-4 (as per IS: 458- 1988) Hume pipes(1.250 m dia) l i)r culverts complete as per drawing and Techn~cal Specificatio~ls Section 2900 and IRC: SP: 13-1973.
5.22
Synthetic enamel painting o f Culvrrtl Br~dges No. an, Span Arrangement as per IRC:7- 1971 and as directed by Engineer
Bituminous wearing course (62 Inm thick) comprising 50 mm asphalt concrete in a single layer over bituminous mastic course o f 12 mln thick with a prime coat complete as per drawing and Technical Specifications Section 2700
Applying ordinary paints o t app r~~ \ . r d quality on surface o f parapet o f culverts a\ per drawing and Technical Specifications Section 800
Cull1
sqm
m
cull1
No.
Sheet: 11 o f 23
Date: November, 2000 Revision: RO
Detailed Project Report D:PC-170\W\DPU R ~ ~ M \ I O Q \ ~ . X I . S Roads & Highways
Project: 416 Laning of NH-5 f rom l'uni to Anakapalli
Document: 99088\RH\Vol. VII\Cllap.-3
Abstract o f Quantities
Sheet: 12 of 23 Date: November, 2000
Revision: RO
Item. No.
3.01
5.02
5.03
5.04
5.11
5.14.A
5.15
5.17.A
5.17.9
5.17.C
5.21
5.22
5.27
5.33
5.35
j.37
I 3.42
1 Detailed I ) : P c ~ r n m D m
.4bstract o f Q u a ~ ~ t i t i e s
D e s c ~ - i ~ ~ t i ~ ~ ~ i
Earthwork in excavation of foundar~on for .;truelures complete as per drawing and .l.ecllnical Spccifjcdtiolls Clause 304 in
Backfilling behind ahutmcncs. \r 111g \\.all, re[urn walls with selected imported granul;~l- 111;trrrial of approved complete as per drawing and I ' rcI~n~cal specifications Clauses 304 and 305
Providing Filter medium behind :ihutlnent, wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504
Plain cement concrete (M15) in ioutldation levelling course etc. including centering and \Iiurter~ng all complete as per drawing and Technical Spec~ticiti i~~is Sectio~l 1700
~einforced'cement concrete 1 1 25) i t1 super S~I-ucture complete'as per drawing and I.r.clln~cal Spec~tications Sections 1700 8~2300
For slab
For abut cap
Total
Brick parapet complete as per dl-;~wing and Technical Specifications HYSD bar reinforcement complere as per drawing and Technical Specifications Section 1600. Brick masonry in cement morter 1 :3 (I cement : 3 coarse sand ) in foundetions/suhstructure complete as per
drawings and Technical Specifications Section 1300 Plastering (20 mm) on expose sul-Pice as per drawing and Technical Specification Plastering (12 mm) on expose .;urf;~ce as per drawing and
Technical Specification
Providing weep holes in abucmenrz. wing walls and return
walls etc. complete as per drawing and Technical Specifications Section 2700. Bituminous wearing course (62 111111 [hick) co~nprising 50 mm asphalt concrete in a s~nglr layer over hiru~ninous mastic course of 12 mm thick \\.111i a pritne coat complere as per drawing and Technical Spccliications Secrlon 2700 Supplying and compactil~g local .%~tld conformtng lo IS:383
below foundation as per drawing :<lid dirrctiotl of Engineer. Providing and fixing Tar Paprr hrarillg cocnplete as per
drawing and Technical Specific;~tions Section 2000 Providing Marker post for huried culverts including synthetic enamel painting with rlecessary details as per IRC: 7-197 1 and direction of Engineer. Synthetic enamel painting or Cul\,rr[ No. as per IRC:7-1971
7111eer and as directed by Enb Applying ordinary paints of a p ~ r i ~ r ~ l qurllty (111 S U I _ ~ . ~ C ~ Of
parapet of culverts as per drau 1112 ;lid TCC~IIIC;II Specifications Section 800
Project Reporl R-IBOQIBOQXLS
f o r
(n i t
Cum
Cum
Curn
Vuln
Cu~n
Cum
Cu~n
Mt
cum
.;qm
hqm
Sqm
Cutn
S q ~ n
No.
NO.
No.
Slab Culverts
No.
86
86
86
Details of Calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
Roads &
Quantity
24,173.00
13.707.00
r ,013.00
1,823.00
2.121.00
219.00
2,340.00
132.00
187.00
17,182.00
9.628.00
9.820.00
1,687.00
7,982.00
926.00
100.00
100.00
100.00
Highways
.
Project: 416 Laning of NH-5 from l'uni to Anakapalli Document: 99088\RH\Vol. VII\Cllap.-3 Abstract of Quantities
ABSTRACT OF QUtZNTITlES ROAD .IUNCI'IONS
Sheet: 13 of 23 Date: November, 2000
Revision: RO
Detailed Project Report D : P C w P U Rqmn\MK)\BOQ.XLS
Item.
6.01
6.02
6.03
Roads & Highways
Description
Constructing kerb at separator platform1 paved part of medians and islands complete as per drawing andTechnical Specifications Clause 408 and 1700. (a) For Kerb
(b) For foundation
Construction of lined surface drains to the required lines and grades as per drawing and Technical Specifications Clause 309, including cost of rei~lforce~nent
Covered drain wirli I00 mm thick
RCC slab
Providing service ducts comprising 3 nos. 50mmdia G.1 pipes over concrete base
under existing and proposed carriageways including cutting of trenches through existing roadway and reinstatement of me
same as per design and Specifications of new construction (but excluding bituminous base and wearing courses) complete as per drawing and as per Technical Specifications Sections 500,
1000 and 1700
Unit
Lm
Lm
Lm
Lm
Estimated Quantity
2107
2,107
1,350
Project: 416 Laning of NH-5 ft-r,iii 'l'uni to Anakapalli Document: 99088\RH\Vol. VII\Chap.-3
i Abstract of Quantities
ABSTRACT OF QtlAN'rI1'IES DRAINAGE AND PRO'rECTIVE WORKS
Sheet: 14 of 23 Date: November, 2000
Revision: RO
Detailed Project Report D:PC07(1\mD$U Repon\BOQ\BOQ.II.S
Item.
7.01
(A)
(B)
(C)
(D)
(E)
(F)
(G)
(H)
7.02
7.03
Roads & Highways
Description
Retaining wall
Earthwork in excavation for foundation complete as per Technical Specifications Clause 304 in
Any type of Soil
Providing backfill behind retaining wall complete as per drawing and Technical Specification Clause 304
Providing, laying and co~npacting filter material behind retaining walls complete as per drawing and Technical Specifications Clauses 305 & 2504.
Providing cement concrete for foundation complete as per Technical Specifications Section 1700.
(a) M 10 grade
(b) M 15 grade
Providing reinforced cement concrete for structure complete as per drawing and Technical Specifications Section 1700
(a) M 15 grade
(b) M 25 grade
Providing steel reinforcement (HYSD bar) for foundation, structure complete as per drawing and Technical Specifications Section 1600.
Refilling of trenches with approved material as per drawing and as per Technical Specifications Clause 304.
Providing weep holes in retaining walls as per drawing and Technical Specifications Section 2700
Providing and laying stone pitching on embankment slopes complete as per drawing and Technical Specifications . Section 2500.
Providing and laying granular filter material underneath stone pitching on e~nbank~nent slopes complete as per drawing and Technical Specifications Section 2500.
Unit
cum
cum
cum
cum
cum
cum
T~~~~~
cum
No.
cum
cum
Estimated Quantity
148
45
210
33
208
467
Project: 416 Laning of NH-5 fro111 Tuni to Anakapalli Document: 99088\RH\Vol. VlI\Cl~ap.-3 Abstract of Quantities
Sheet: 15 of 23 Date: November, 2000
Revision: RO
Detailed Project Report D:lrC.oIV*glDIR Re,.m\sU)~Mo.XLS
Rods & High ways
Estimated Quantity
593,024
84,059
1,507
6
Unit
sqnl
cum
cum
Lm
Lm
Lm
Lm
Lrn
cum
NO.
N ~ ,
N~
N ~ ,
Item.
7.04
7.05
(A)
(B)
(C)
(D)
(E)
(F)
(G)
Description
Turfing side slopes of main road and service road with
grass sods. complere as per Technical Specit'icarions Clause 307
Storm Water Drainage
Earthwork in excavation colnplete as per Technical Specifications Clauses 304 in
(a) Ordinary soil Drain Type Dl
(b) Ordinary rock (not requiring blasting)
Providing, laying and jointing hume pipes between road gullies1 manholes1 outfall for storm sewer complete as per drawings and Technical Specifications Section 2900.
NP-2 Type
(a) Dia. 600 tnln
NP-3 Type
(b) Dia. 200 rnm
(c) Dia. 300 mm
NP-4 Type
(d) Dia. 600 mm
(e) Dia. 900 mm
Providing cement concrete including form work for pipe bedding1 encasing complete as per drawing and Technical Specifications Section 2900
Providing and constructing road gulleys complete as per drawing and Technical Specifications Sections 1300 and 1700
Providing and constructing manholes complete as per drawing and Technical Specifications Sections 1300.1700 & Clause1005.
Providing and constructing catchpit in median drain complete as per drawing and Technical Specifications Sections 1300,1700 & Clause1005.
Providing and constructing outfall structure including head wall and wingwall complete as per drawing and Technical Specifications Section 1700
Project: 416 Laning of NH-5 fl.on1 Tuni lo Analiapalli Document: 99088\RH\Vol. Vll\Chap.-3 4bstract of Quantities
Sheet: 16 of 23 Date: November, 2000
Revision: RO
Detailed Project Report D;R--Dm R c p a l \ R W W . X L S
Item.
(H)
(I)
( J )
(K)
7.06
7.07
Roads & Highways
Description
Providing and la!.ing stone pitching on slol)rs at outfall complete as pel- drawing and Technical Specifications Clause 2504
Providing and laying granular filter material underneath stone pitching complete as per drawing and Technical Specifications Clause 2504
Providing chute drains without cuttoff wall and dumped rubble at toes at high embankment as per Technical Specification or direction of site engineer
Cutoff wall of M 10 and dumped rubble at toe of chute drain as per specification and direction of site engineer
Construction of M-15 PCC in bed foundation below the 300 Dia. NP-3 pipe as per drawing and Technical Specifications Clause 309 and Section 1700.
Lined rectangular drain type D3 Covered drain with 100 Inm thick RCC slab (Including cost of reinforcement)
Unit
culn
Lm
No
cum
Lm
Estimated Quantity
2 1.466
10.733
6,947
646
1.958
25,110
20,410
Project: 416 Laning of NH-5 from ' l ' u l ~ i to Al~akapalli Docurnel~t: 99088\RH\Vol. Vll\(:l1;1l1.-3 Abstract of Quantities
Sheet: 17 of 23 Date: November, 2000
Revision: RO
,ABSTRACT OF QUANTITIES
MISCELLANEOUS ITEMS
Qetailed Project Report DPC.OIOIIPOU\DPR * 0 n n i H 0 0 1 W . Y L - S
Roads & High ways
Item
8.01
8.02
8.03
8.04
8.05
8.06
8.07
8.08
8.09
8.10
Unit
Lm Lm
Lm
Lm
No.
No
No
No
No
sqrn
No
m
~‘-lm
No
w"
Description
Providing and laying plain cement concrete kerb as per drawing and Technical Specification Clause 408 and Sec~ion 1700
(a) For kerb (b) For foundation ol' kerb
Providing plain cement concrete kerb and channel a l o n central verge, footpath. separators, busbays etc. as per Technical Specifications Clause 408 and Section 1700.
(a) For kerb and channel
(b) For foundation of kerb and channel Providing and fixing RCC guard post complete as per drawing and Technical Specifications section 1700. (including cost of reinforcement)
Providing and lixing RCC boundary posts colilplete as per drawing and Technical Specificatiotis Clause 806. (including cost of reinforccmnt)
Providing and fixing RCCIPCC hectometre. kilometre and 5 th kilometre stones complete as per Technical Specifications Clause 804 (indluding cost of reinforcement)
(a) Hectometre stone
(b) Kilometre Stone
(c) 5 th Stone
Constructing footpathlpaved separatorlpassenger platformlpaved part of medians and islands complete as per drawing and Technical Specifications Clause 409 and 407
Providing passenger shelters for Bus Bays as per drawing and Technical Specilications Section 1700.
Constructing of temporary diversion including Cross Drainage works where necessary and maintenance thereof including traffic control and sakty complete as per Technical Specifications Clause I 12.
Pavement marking with hot applied thermoplastic ~iiaterial complete as pel- drawing and Technical Specifications Clause 803
(a) IaneICentre IinelEdge marking1Transversc marking and any othel- marking
(b) Directional arows. Lettering etc.
Pavement marking /kerb painting with ordinary paints Grade I (IS: 164) complete as per Technical Specilications Clause 803
(a) IaneICentre IinelEdge marking1Transverse marking and any other lllarkinglkerb painting
Estimated Quantity
115,870
115,870
16,887
16,887
78 1
472
94
24
9.000
16
750
41.615
54
50,709
Project: 416 Laning of NH-5 fro111 ' I ' I I I I ~ to A~~akapalli Document: 99088\RH\Vol. Vll\('l1;1l1.-3
Sheet: 18 of 23 Date: November, 2000
Abstract of Quantities Revision: RO
Detailed Project Report D.ITdlOlWIIIDW. Srmn\BOQiMW.SLS
Roads & Highways
Estimated Quantity
8
13
12
18
18
55
34
43
4
874
18
36
5,316
165
30
Unit
No
No
No
No
No
No
No
No
No
No
No
No
No
Lm
No
sqm
month .
Item
8.11
8.12
8.13
8.14
8.15
8.16
Description .
Supplying and lisin$ sign boards complcte as per Technical Specifications Clause 801 and as dircctccl by Engineer, including the coht of ~~osts.fittin_r & fixing. Shecling will he retro reflecti\c type of high i n t e ~ l s ~ ~ r l ! gradc and messageslbordcrs will bc screen printed.
(a) Informator! signs, size
(i) Facilit! inlbmmtion 800 mm x 600 mlii
(ii) Directio~ilplace indentitication sign 1200 mm x 700 nnn
(iii) Advance direction1 Destination1 Reassun~ncei Place Identification sign
(a) 1800 lnln x 1200 mm
(b) 1500 rnm x 900 rnm
(iv) Route marker signs (450 mrn x 600 mm)
(v) Other informatory signs1 definition plate (2100 lnln x 1500 mm)
(b) Cautionar! signs. size triangular 900 Inn1 side
(c) Mandatory signs. size
(ii) Octagon 900 nnn height
(iii) Rectangular 600x600 mm side
Supplying and tixing overhead signs complete as per drawing and Technical Specifications Section 800 including cost of posts, truss erection, fitting and foundations. Sheeting will be retro reflective type of high intensity grade and messageslbordrrs will be screen-peinced.
Simply supported overhead sign structure.
Providing & fixing road delineators complete as per drawing and Technical Specifications Clause 805 as directed by Engineer
(a) Roadway Indicators
(b) Hazard Markel-s
(c) Object Markel-s
Providing and fixing Metal beam crash barrier completc as per drawing and Technical Specifications Clause 810.
(a) Metal Beam Crash barrier
(b) Terminal1Ancllo1-age
Providing site ollice for the Engineer including furnishing the same complete as per drawing and Technic:ll Specilications
Clauses 120 & 1 17
Maintaining site oltice for the Engineer and other supervisory staff complete as per drawing and Technical Spccitications
Clause 120.
Project: 416 Laning of NH-5 fro111 ' I ' I I I I ~ to .At~i~kal~illli Document: 99088\RH\Vol. Vll\('l1;1l1.-3 Abstract of Quantities
Sheet: 19 of 23 Date: Kovember. 2000
Rexision: RO
1 Item 1 Description
8.17(A)
8.17(B)
Providing site h;~cllelor residential acco~nmodatio~l(pucst house) and servant quarlcl- li)r Engineer and other hupervisor); stal'l complete as per drawing and Tccllnical Spccilications Clauses 122 & 127.
8.18
sqm
Providing site ~narried residential accommodation lor Engi~lecr and other super\,iso~-y stafl' complete as per drawing and Technical Specilications Clauses 121 & 127.
Providing and installing wireless/rnobile system complete as per Technical Specitications Clause 123.
Maintaining wireless/mobile system as per Technical Specifications Clause 123
Providing & Maintainin? vehicles tbr the Engineer including driver, POL etc. 21s per Techn~cal Specitications Clause 124
sqn1
Maintaining site residential accom~nodation l i ~ r Engineer and other supervisor> stal'l' complete as per Technical Specifications Clause122
system
month
8.22
month
8.24
8.25
8.26
(a) Passenger cars
(b) Hard Top Jeep
Supply of colour record photographs negative and two colour prints therefrom mounted in album as per Technical Specitications Clause 125
8.27
8.28
8.29
8.30
Estimated Quantity
Veh.day
Veh-day
No.
Supply of colour video cassette records during construction as per Technical Specitications Clause 126
Providing project implementation unit including laboratory building as per drawing and technical speciticatio~l 122 & 127
Maintenance of project implementation unit as per drawing and technical specification 122
8.31
Detailed Project Report I) PCd?Ol-DP~ llqun~B001WlV \I 5
Sets
sqm
month
Erection and installation of reinforced earth structure consisting of precast hcia and soil reinforcement as per drawing and Technical Specitication Clause 703
Earthwork including excavation. back tillinf. gradin? and compaction of selected back till soil behind reinforce earth structure as per Tccl~nical Specificarion Clauses 703 & 305.
RCC Crash barrier monolithic with friction slab M-30 as per approved Drawing and Technical Specifications Clause 809 & including cost ol' necessary material. li)rrn~vork and reinforcement.
Provision of knsinp!guard rail on median, pootpatl~ co~nplere as per drawing and Technical Specilicalion
Roads & High ways
Sqm
Cum
Lrn
Lm
Provision of elecrrical post ineluding errection at toll plaza as per drawing and Technical Specification
No
Project: 416 Laning of NH-5 fro111 T ' I I I I ~ 1 0 :i~~;~ki~lralli Document: 99088\RH\Vol. VlI\('l1;1l).-3 Abstract of Quantities
1
Sheet: 20 of 23 Date: November. 2000
Revision: RO
Detailed Project Report D P C 9 n \ ~ I O P ( I ll.w\BWiw \L\
Roads & Highways
Item
8.32
8.33
(A)
(B)
(C)
(D)
(E)
Unit
111
sqm
sqm
sqm
No.
No.
Description
Supplying and la!.ing o l I I nos. approved pcrmancntly lubricated HDPI! 'Sclccon~ Ducts o f 40133 null sire including fixing of acccssorics like couplers. end ~)lugs. simple plugs. manholes. d u c ~ s c ~ c . co~npletc for future cahlc installalion as per drawing and Additio~~al Technical Specification Clausc .A-8
Toll Plaza and w;~y side Amenities
Providing Toll Booth buildings complete as per dl-awing and Technical Specilications Clause 127 and drawing including arrangement 01- electric supply. all electrical itcms like tans. lights, sockel rcccptaclcs. and complete wiring wit11 requisite earthing. pro\.iding lire alarm and gighting system likc smoke detector. electric Iiootcr multizone control & repeater panel with battery backup. cabling and C 0 2 hand extinguisher.
Providing Toll Pli~za administrative building complete as per drawing and Technical Specifications Clausc 127 including arrangement for electric supply, all electrical items like fans. lights, socket. receptacles. circuit wiring and requisite earthing. providing tire alarm and gihting system like amoke detector. electric hooter ~nultizone contrl and repeater panel witjli battery back up. cabling and CO2 hand extinguisher. providing wate supply including all pipes, fittings, tanks. tunewells. pumps, valves etc. complele. septic tank, sewer lines, drains, compound wall, fencing etc.
Providing Electrical room complete as per drawing and Technical Specifications Clause 127 including arrangement Ibr electric supply, all electrical items like lights. exhaust fans. socket, receptacles and co~nplete wiring, with necessary earth stations including supply and installation of new Generator capable tomeet the requirement of Toll Plaza complex and have 20% spare capacity.
Providing and installing power genrator 10 KV and power bankup 10 KV UPS at Toll Plaza complete as per drawing and Technical Specilic;~tions shown on drawing including all electrical items.
Providing and ins~alling Toll Plaza equipment including electrically operatctl bal-rier gates comple~c as per drawing and Technical Specilications shown on drawills u'illi control wiring for 3.00 m wide 1011 lane
Estimated Quantity
58.950
68
116
25
2
1
Project: 416 Laning of NH-5 f ron~ .l'uni to Analtapalli Document: 99088\RH\Vol. VIl\('liap.-3 Abstract of Quantities
Sheet: 21 of 23 Date: November. 2000
Revision: RO
ABSTRACT O F QU,\STITIES
MAINTENANCE, REPAIR AND REIII~BILITATION
Detailed Project Report D : I . C . C ~ \ ~ \ D P R R~.~\BOOIHOO.Y I.C
R o d s & Highways
Item.
9.01
9.02
Description
Carrying out rouri~le ~iiaintenance of HigI~\\,a! as per Technical Specifications Clausr 3002 and as per directio~ls of the Engineer, (excluding bituminous \irork)
Carrying out treatment and repairs to pot holes and an!. necessary patching to existing bituminous carriageway surfacing as per Technical Specifications Clausr 300& and as per (lie directions of me Engineer
~rov-iding renewal coal \vith mix seal surfacing including cleaning of existing bituminous surface as per Technical Specifications Clause 512 & Section 3000 to the areas of the existing carriageway as per the directions of En&' 711ieer.
(a) 20 mm compacted thickness (b) 40 mm co~npactetl thickness Providing tack coats complete as per Technical Specifications Clause 503 to the areas of [lie existing carriageway as per the directions of Engineer.
Repairing of existing R.C deck slab/ girder by chipping or peeling off loose concrete. cleaning reinforcement, treating the exposed surface with epoxy paint and filling the affecred area wit11 non-shrink concrete mix not lesser man 1: 1.5:3 by using 12mm down coarse aggregate including t11 coat of epoxy paint, non-shrink admixture, formwork, centring. curing etc., including cost of all labours, materials equipment and staging I I complete as per Technical Specifications Section 2800. (including cost of reinforcement)
Taking out the existing drainage spout of Bridges and providing, fixing nev drainage spouts and down pipe including cost of all labour, material equipment staging all complete as per MOST standard drawing and Technical Specifications Clause 2705
Peeling off of damaged plastered area from exisring structure, raking out joints and rouglie~ling of old surface to receivc new plaster. using polymer modified nor-car of 151nm thickness as per manufacturers Specifications includins cost o f all materials. labours. equipment's, staging, all co~npletc as per 7'echnical Specification Clause 13 12.
Reinforced cement co~lcrete grade M-25 for estcnsion of deck slab on spans including necessary chipping of esisling concrete including 'supply and fixing rcinforcement co~nplete as per (11-awing and Technical Specificatio~i Sections . 2300 and 2800.
I I 9.03
9.04
9.05
9.06
9.07
9.08
Unit
Km- non nth
Sqm
sqm sqm
Sqm
sqm
No.
sqln
cum
Estimated Quantity
1.758
8.253
39,202
54,470
101,925
312
55
235
Project: 416 Laning of NH-5 fro111 'l'uni to Anakapalli Document: 99088\RH\Vol. VII\Chap.-3
I Abstract of Quantities
Sheet: 22 of 23 Date: November, 2000
Revision: RO
Detailed Project Report o:rcnnmulr\om n - \ m w . x s Roads & Highways
Estimated Quantity
246
42
Nil
343
65
38
Unit
sqm
Lm
Lm
Sqm
Lm Lm
Item.
9.09
9.10
9.11
9.12
9.13
9.14
Description
Repair of stone masonry work by pointing with cement mortar (1:3) as per Technical Specifications Section 1400 and direction of Engineer.
Providing reinforced cement concrete railings including dismantling of damaged railing, complete as per drawing and Technical Specification Sections 2700 .and 2800 (including cost of reinforcement)
Providing asphaltic plug (300 mm x 75 mm) on lop of joints between old & new concrete as directed by Engineer
Removal of existing cement concrete wearing coat manually or with me help of Jack Hammers including disposal complete as per Technical Specificatio~~ Clause 2809 without causing any detrimental effect or any part of the Bridge Structures.
Cleaning of expansion gaps and providing filler type expansion joint including supply of all materials, labours complete as per Technical Specification Section 2600.
(a) 20 mm thick (b) 12 mm thick
Plane Cement Concrete M-20 for extension of masonry1 PCC Abutment1 Pier, foundation including cleaning of dismantled face of existing structure and applying a coat of cement slurry casting fresh concrete against the old concrete face including all cost of allmaterials, formwork, centring staging curing all complete as per Technical Specifications Sections 2100 & 2200.
Project: 416 Laning of NH-5 from Tuni to Anakapalli Document: 99088\RH\Vol. VII\Chap.-3 Abstract of Quantities
Sheet: 23 of 23 Date: November, 2000
Revision: RO
ABSTRACT OF QI: \NTITII<S I'ROVISIONAL ITEMS
I Detailed Project Report i I ) ; F C I r n ~ " , R v.rpa\Mm\BOO.XLC
Roads & Highways
Estimated Quantity
2,122 7,101 1,953 2.484
1
360
45,998
63 1
360
52
80
37
2
117
318
161
Item.
10
10
10
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
####
####
Description
Cutting of trees including cutting of trunks, branches and removal of stumps including stacking of serviceable material within a lead of 1000 metres and earthfilling in the depressionlpit and per Technical Specificatiolls Clause 201.
(a) Girth above 300mm to 600mm (b) Gum above 600m1n to 900mm (c) Girth above 900mm to 18001nm (d) Girth above 1800mm
Providing and installing Telephone connection with STD facility
Boring for soil investigation including conducting necessary tests and preparation of report. as per direction of the Engineer and Technical Specifications Section 2400
Co ordination of Shifting of OFC Utilities as per Technical Specifications and as per direction of die Engineer.
Co ordination of Shifting o f Electric poles Utilities as per Technical Specifications and as per direction of die Engineer.
Co ordination of Shifting of Telephone poles Utilities as per Technical Specifications and as per direction of die Engineer.
Co ordination of Shifting of Transformer as per Technical Specifications and as per direction of die Engineer.
Co ordination of Shifting of concrete-well as per Technical Specifications and as per direction of die En~ineer.
Co ordination of Shifting of Irrigation-well Utilities as per Technical Specifications and as per direction of die Engineer.
Construction of building (plinth area 9 sq m.) and installation of weigh bridge including arrangement for electric supply, all electrical items like lights, exhaust fans, sockets, receptacles and co~nplete wiring with necessary earthing etc. complete as directed by Engineer.
Traffic Aid Post and Police Post building with complete fixtures including electric/sewer/water supply
Maintenance of traffic aid post and police post as per technical specification clause
Construction of way side amenities like toilet including septic tank and other facilities building complete as per drawing and ~echnical Specification clause
127.
Unit
No. No. No. No. No.
Lm
m
No
No
No
No
No
No.
Sqm
sqm
NO
Chapter 4
Details of Abstract of Quantities
Chapter - 4
DETAILS OF ABSTRACT OF QUANTITIES SITE CLEARANCE
Slleel: 1 of Xtl 1)ste: Navetrtl~er, 20(Hl
Revision: KO
Ilmi
1.02
1)escription
l)~\mantling structures and pavement upto I 5 m above ground and 1Sm heiow ground levcl including dlspo\al of resulr~ng marcrial andlar salvaging useful matcrlal\ complete a\ per Techn~cai Specifiut~on Clau\e 202.
a) BrlckIStone Masonry 5Irucrurt.s In hr~dge and ~ulvert
Drduct~on of arched portion
Deduction of rectangular ponlon between piers
D~smantl~ng of hullding
b) ConcretIRe~nforced concretelPrestressed concrete structures including cleaning. straightening & cutting of bars and separating them out from RCCIPSC
C) Pavement courses
d) Stone1 Brick Pitching
r) Pipes, Hume Pipes. guard rails, edging kerbs, sutlers and fencing
Lenfih Unil
.
cum
cum
cum
cum
cum
cum
cum
Lm
I%reatlth No
I
21
21
1
2
104.00 7.50 4 80
=2/3x4x1.5
=1x3x7.5
Total
104.00 7.50 0.30
104.00
3744.00
-630.00
-18W)OO
265 1489.00
234.00
208.00
tleighl lislimatecl ()uantity
I'rl,jecl: 416 I.aning 111 NII-5 from Tuni to A~takapalli I) t~a~nett l : 'r)(lRR\RII\Vol. VII\Chah.-4 I)elailr e l Al~slmct e l Qas~~lities
Sheet: 3 of 80 Dalc: Novemlier. 2lIW
Revisi,,s: RO
DETAILS OF ABSTRACT OF QUANTITIES
roadway including all leads and lifts (original grliund level shall fie taken after clear~ng and grubing xcepr rrxk) as per Technlcal Spec~fication Clause 301
BILI, NO. 2 : EARTHWORKS
I I (a) All types of so11 1"1 I As per \oftde\k output
Construction of embankment with approved materials from borrowpits complete as per Techn~cdl Specification Clause 305 with all leads and lifts.
Total fill for embankment for main road Add 1 % for improvement of junction and other
Add for Toll Plaza
Add for Bus bays
Add for Truck Lay byes Type I
lieight
cum cum
cum
cum
cum
cum
Item.
Quantity of excavated soil fjom shoulder = 296000
Balance excavated soil other than shoulder = 960373 - 296000 = 664373
75% of excavated soil from shoulder
Unil Description
2.01
145% of excavated soil other than shoulder I
Roadway excavation necessary for construction of
Utilisation in embankment construction eanh obtained from excavation
Breadth No
I material complete as per drawing and Technical cum
Smificat~ons Clause 407 with all leads and lifts. I
Lenglh
2.03
2.04
Construction of subgrade with approved materials from borrowpits complete as per Technical Specification Clause 305 & 403 with all leads and lifts
Construction of granular shoulder with approved
2.05
Area = 27363-600 x 22 1
Area = 880 1
Area = 3175 I
Area = 3975 1
2.06
I
(a)
:0.75*2%000
:0.4S8664373
(b)
Total (a-b)
Co~isrrucr~on of embankment. subgrade with materials obtained from roadway & drainage excavation. complete as per Technical Specificalion Clause 305
Tordl tilaterial util~sed from excavation Deduct quantity required for median filling
Scarify~ng 150 mm. watering and conlpaction of origlnal ground w~th maximum of six passes of 8-
IOto~l roller as per Technlcal Specification Clause 305
As oer Ealculation Sheet
cuni
Total
1Sslimaled Quantity T-
Itcm. llreadth
88577 51288 103202 5 1204 89626 23379
264821 28504 90332 123954 3040 1
89183 42100
1076721 107.7
100940 1711
1681 104331
43940.5
2525
Ileighl
2.07
2.08
2.09
2.1
I>acription I<sti~iialed Quantity
No Unit Length
left of maln r~ght ol maln hypa\\
road road
40077 48500 10984 40304 8776 36438 57848
31002 20202 48364 31784 9478 3707 19672
26482 1
7008 21586 55253 35079 17499 3525 1 71204 552 1 24880
30078 59105 8872 33228
Total
42771 x 0.59 x (5-2 h 0.5) 1933 x 0.59 x (2.5 - 2 r 0.5)
14246 x 0.59 x (1.2 - 2 r 0.5)
Total
= O 10*(960373-520968)
374 6.75
--
chalnagc in km
3(N to 306 306 to 310 310 to 314 314 lo 318 318 to 323 323 to 326 326 to 333 333 to 335 335 to 342 342 to 346 346 to 350 350 to 355
355 lo 358.95
Loosening and recompacting subgrade in all kinds of soil complete as per Technical Specification Clause 305
Filling of medianlisland with soil complete as per
Technical Specification Clause 407 (a) Ordinary Soil
Transponarions and disposal of surplus material beyond initial lead of MOO m upto additional lead of 5000 m to 1OOOO m complete as per Technicla Spccif~cat~on Clause 201 and 301
(20%; of [he unutilised marerial from excavation)
Scarify~ng existing road surface including bituminous surface and compacting complete as per Technical Specif~cation Clause 501.
sqm v" sqm
sqm sqm
sqm sq m sqm sqm sqm sqm sqm sqm
sq m hect
sqm
cum cum cum
cum
sq.m
D E T A I L S OF ABSTRACT OF QUANTIT IES
Sheet: 5 01' XI1 l>alc: N~,vctnl>er, ZIIOII
Revisic,r~: HO
DETA1I.S O F ABSTRACT O F QUANTITIES
811.1, NO. 4 : BITIJMINOUSICEMENT CONCRETE COIJRSKS A : RlTUMlNUS COURSE
Sllcel: 6 of XO 1);lle: Noven~ber, 2000
Revision: RO
Description I Unit
4.01 1,rovldlng hitumlni~us P r ~ ~ n c r Coat over granular
\urface @ 7.0 kg per 10 sqm of surface area complete as per Technical Spcc~f~catlon Clause 502
Main road carriageway Scrv~ce road Llltrrsection
Median Opening
4 02 Prov~dlng b~tumlnous Tack Coat Q 2 5 to 3 0 kg per 10 sqm of surface area complete as per Techn~cal Spec~flcat~on Clause 503
(a) On granular surface treated with prlmer (b) On top of DBM and to put on DBM on maln road carrlageway
Serv~ce road lntersectlon
Median Opening I 4.03 Prov~ding and laying Dense Bituminous Macadam
course (DBM) complete as per Technical Specification Clause 507
Main road carriageway Service road Intersection
1 04 l~rovidin: and layin: Profilc Corrective Course with1 DBM as per Tecllnlcal Speclf~cation Clauses 501 and
1507.
4.05 Providing and laying Birum~nious Concrete (BC) wcarlng course complete as per drawing and l'ecl~nical Speclficatlon Clau\c 512.
Main road carriage\vay Serb ice ~roild
I~itersec~~on
sqm sqln sqm
sqm
w"
sqm sqm
sqm w' sqm
cuni cum cum
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cull1 cull1 cull1
As per Calculation Sheet 950 5.5
Area = 43.001
20 I .2 20 2.5 20 5.0
Total
As per Calculation Sheet
20 1.2 20 2.5 20 5.0
Total
As per Calculation Sheet 950 5.5 0.10
Area= 54.617 0.19
20 1.2 0.19 20 2.5 0.19 20 5.0 0.19
Total
As per Calculation Sheet
62.249 8.5 0.05 950 5.5 0.05
Area = 54.617 0.05
1%. CIIMENT CONCRETE COURSES
Item
4.06
4.07
Description
I'rov~d~ng and laying MI0 dry lean cement concrete complete as per drawlng and Tecl~n~cal Specifications Clause 601
Ma~n Carr~ageway Toll Plaza Truck lay hyes l 'ypr - I
Type - 2
Bus hays Inrcrsecr~ons
Median Opening
Providing M40 cemnt concrere pavemnr (Rigid) complete as per drawing Technical Specifications Clause 602
Main Carr~ageway Toll Plaza Truck lay byes Type - I
Type - 2 Bus hays Intersecrions
Median Open~ng
Unit
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No
1
2 6 8
I
5
2 6 8
1
5
Innglh Breadth
45.800 8.8 0.15 Area= 6.841 0 15
Area= 3.175 0.15
Area= 3,975 0.15
Area= 880 0 15
Area= 73,646 0.15
20 1.2 0.15
20 5.0 0.15 Total
45.800 8.5 0.32 Area= 6,841 0.32 Area= 3.175 0.32
Area= 3.975 0.32 Area= 880 0.32 Area= 73.464 0.32
20 1 2 0.32
20 5 0.32 Total
60.456 1.026 953
3.578 1.056
1 1.047
4
75 78,194
124,576 2,189 2,032 7.632 2.253 23,508
8
160 162,358
Height Estirnatcd Quantity
Det:~ils ol' Abstract of Qua~~ti t ies of Bridges
Description . ..
5 01 E;~rtbwt~rk in excavatir~n of l'c~unilation for zlructures compleie as per drawing and Technical Spccilications Clause 304
5.02 Backfilling behind ahutinentsl wing walls/return walls with selectetl imported granular material r~l'approved quality co~nplere as pcr drawring and Technical Specifications Clauses 304 and 305
5.03 Providing Filter ~nediuin hehintl abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504
5.04 Plain cement concrete M-15 in foundation levelling course rtc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700
5.05 Cement concrete(M-25) for Plain concrete 1
Reinforced concrete in open foundation complete as per drawing and Technical Specificatiom Sections 1700 & 2100.
5 0 6 Structural cement concrete for plain concrete /reinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700
l(a) M 30 grddr in well curh I I(h) M 25 pade in rop and huttom plug I (c) M 30 grade in well sreiniig I
I(d) M 30 grade in \veil cap I 5.07 Providing. fahricaring and laying in position
cutting edge of mild steel for well foundation for hridges as per dm\ving and Technical Specification Section 1200 and 1900
5.08 Sinking of \ve11s through all types ilf soils and rock w hc mmsural ifroiu low water level (other rhan pneumallc method of sinktng ) complete as per dra\ring ;lnd Trcliniwl Spec~ficarion Section 1200
(a) Depth upto -3 111
(h) Depth 3 - 10 ni
(L.) Lkptl1 10 - 20 111
(LI ) Depth 20 - -30 I I I
5.00 S:iiid lilli~>g ii i \!ell :IS p e r tlru\vi~ig ~ I I I J Tecllnlcal Spec~l'icatidn Section 1200
- Unit
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No.
Details of Abstract of Quat~tilies of Bridges
Ilelll. Description
No. 5.10 Cement ci1ncrale(M-25) tor Plain concrete 1
Reinli,rccd concrete I(lr substructure complete aa pcr drawing and Technical Specifications Sections 1700 &. 2200
5.1 1 Reinfc~rced canent concrete in super structure co~nplete as per drawing and Technical Specifications Sections 1700
5.14 Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinforcement)
5.15 HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.
5.21 Providing weep holes in ahuunents. wing walls and return walls etc. conlplete as per drawing and Technical Specifications Section
5.32 Bituminous araring course (62 mm thick) comprising 50 nun asphalt concrete in a single layer over bitulninous liiastic course of 11 rnm thick with a prime coat co~ilplete as per drawing ~utd Technical Spcilications Sectruri 1700
5.30 Supplying and lix~ng concrete crash harrier type hridge rails cornpiere as per drawing and Technical Specilications Clause 809 and Section 1700 including cost of necessary material. fi,mi\vork ~uid reinlbrcement
5 -3 1 Reiniorccd cement cc~ncrete apprn:~cl~ slahs 1 1 l 1 i s t ~ r i ~ i r c e ~ ~ e ~ i t s cum~lete as
per ~ l ~ - a \ \ ing anti Technical Sliecil'ic;~tions Sccrik,~i 1700
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I>etails of Ahstract of Qwtltities of Bridges
Cl~ainage :Kms 300.150
Item. No.
Description
t)cl~,w clppn~ach hlat~h co~npleue as per clraw~ng and Tecl~nical Spccilicauions Section 1700.
5.33 Providing and fixtng Elastomeric hearing cl~mplete as per drawing and Technical Specil'ications Section 2000
5 34lloint filling
(a) Supplying and fixing in position 20 rnm [hick prernoulded joint filler in expansion juint complete as per drawing and Technical Specifications Section 2600
(h) Constmction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed hy the Engineer
(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to he inslalled under supervision of Lm
specialist manufacmrer.
5 37 Synthetic enamel painting of Bridges No. and Span ArrangeInmt as per IRC:7-I971 and as <lirected hy Engineer
5 36 Providing and lixing drainage Spouts cotnpleue as per drawing and Technical Specifications Clause 1705.
5.39 Dratn Pipe 100 mm dia. connector Ibr driii~iuge spout:: as pcr drawing and Technical Specifications Clause 2705
5.43 Provitling and painting ot' tlmd gauge on zuhsuucture in lull heighr and 500 lntll width as per the ilirections ill the Engineer
1'1.~1jrc.l: Jlb I . I I I ~ ~ I I ~ OI NII-5 R,IIII 'I'LIIII 10 A1t8skul~rdli l l ~ ~ ~ ~ r ~ ~ ~ ~ 1 t 1 : I):~')I)OXX\I<iI VOI. VII \ I ' I I~O~~-I llcluil\ 01' :tl~.trtad ~ ~ l ' ~ ~ ~ ~ s ~ ~ l i l i e ~
5 i l l l~,;~rtl~w,ork if1 cxc;tv>ttio~~ of fi>u11&1ti1111 l'or
htruclurcr u~t l~ple tc its pcr drawi~lg and 'l'uclll~ical LUIII
Spccilic;~tin~~s f:lausc 304
5.03 I i i~~k l i l l i ~~p hcl~irld ~thuur~er~L~/ wing wallslrctur~~ walls wit11 sclccld i l~~p r> r Id grallulitr rn;~lcriill of
approved qui~lity c1,rllpldc as pcr drawing I I I I ~ cull1
'Icclinical Spccilic;itior~s (:lsuscs 304 and 305
5 03 I'rovidi~~g I:ilrr rr lcdiu~~~ hellilld ;~butrr~r~lt. wing wisll a ~ ~ d rcturrl wnll c o ~ ~ ~ p l c l c as per drnwillg 811d
'lccllnic;,l Spccificatio~ls Clauses 305 Xr 2504 EUlll
5.04 I'lair~ celrlel~r wncretc 1 - 1 5 i r ~ loundatior~ Ie~ellirig coursc ctc. irlcludirlg cer~tcririg and stluttering all cornplete as per drawir~g alld 'l'ecllnical Speciticatio~~s Sectioll 1700
5 05 (:crllent concrete(Lf-25) for Plain concrele I I<eiritixced concrete in open foundation cor~lplete
as per drawing and Technical Specificatiolls Secdo~ls 1703 B 1 1 0 0 .
5.i% Struclural cer~ierlt concrete for plain corrrete Irei~~forced concrete as per drawing and Tecl~nical Spcciticatio~l Sec t io~~ 1200. 1 5 0 0 and 1700
(a) Lt 30 grade irl well curb
I(b) M 25 grade 111 top and bottom plug
I t c ) \ I 30 grade in a.ell slril~i~ig
Itdl \t 30 gradu Ir l well cap
5.07 Providinig!. fabricati~ig slid lilyillg ill posilioll cuttilig edge of mild steel Ibr well tbundation for bridges as per draairy and Tecllllical Specil ici~ti~l~ Sectio~i 1300 a l~d IYOO
5 O X Sillking of \\.ells tl~rougll ill1 types of soils ilnd rcxk to he l~~easurcd fro111 low water Icvel (otl~er
tl1a11 ~ I I C U I I I ~ I I ~ C 111etl10d oi sillkillg ) C O I I I P ~ C ~ ~ 11s per dm\\ 111s itlid TCCIIII~CIII Specitici~ti~ll Sectiori
I'rojrrl: 416 I . 8 t n i n ~ #(r 611-5 fr(~tr1 '1'1111i 10 A1wsknl~8~lli I)~nc.u8ttr11l: I): '~'IIIXX\I~II'VI~I. Vll\('lt~~lr-I l ) c I ~ ~ i l ~ 01' \Intrucl gt f Q116~1tlili~s
5 I I I<c~rtf<,rced cc~r~crlt ~l,llcrele il l supcr slructurc
i~lluplctc as per dr;twillg iirld 'I.cch~~icitl Specilicalio~~s Sc l lo l~r 17(X) 82300
lit) .\125grade for KC' 'I' Girder & Slab
(h) M30 grddc fix Solid Slab
5 14 Kcir~tbrced cenlrnt col~crete railing complele as per drawily and Tectlnical Spccificalio~ls Sctiorl ?7(Kl (includir~p cost of reinforcelnellt)
j 15 HYSD bar reinforcenlrrlt co~l~plete as per drawin and Trcllrlical Specifications Section 1600.
5 71 I'rovidirlg weep holes in abut~~~ents . u,ing walls and reNrll walls e c colllplete as per drawing an1
'Trcl~rlical Specifications Section 27(X).
5 . 2 2 Uitu~ninous uearir~p course (63 111111 thick) cu~l~prisi l~g 50 lllnl aspllalt concrete in a single
layer over bi lu~~~inous l~lastic course of 12 rllrlt
thick wit11 a prill~r coat corllplrrr as per drawing aiid Tecllnical Sp~~ i f i c a t i o~ r s Scliotl 3700
5 311 Supplyi~~g and f ix i~~p cukicrctc eras11 barrier type hr~dgc rails co~llplelc ils per dm\\ iilg and Trcli~~icill Specificatiolls Chusr XW i111d Section 17(X) ilsludinz cost of necessary n~lnlerial.
Il,r~l~work i111d reir lf~>rcr~~lfl~t
5 3 1 Ucilltbrced crlllclkt collcrcrc i~ppruacll slabs l~lcludi~lf cost rci~llorce~~le~lls co~llplele as per driinlr~g ilnd Tc~.ll~licill Sp~~ilicilll~llls Sectill11 2 7 0 )
5 -32 ( ' ~ I I ~ I I I cullcrctc \I IS grade Ic\-ellil~g course hcl,lu i~pproncl~ slabs colllple~c i ~ s per drawi~lp
ibllil ~l'rcllllical Spcciticiltiolld Seclillll I7(Xl.
118, Supplylllg ;tlld lixllly 111 p ~ i t i o l l 20 111111 lllick p r c ~ ~ ~ ~ ~ u l d c d j i ~ i ~ ~ t lillcr i l l e x p a ~ ~ s i o ~ ~ ioil~t c n ~ ~ ~ p l c l r 1,s pcr drawing and 'l'ccl~r~ical Specilicatirl~~s Scc l io~~ 2h(X)
(h) f:orlsrructklrl o l Jc~ir~t wit11 Asphall plugfillg 111
old dwk with IICW dwk slab ( ~ ( X I I I I I I I x 75111111) as per drawirlg arid as dircctd hy the E~lgilleer
Q U I I I I ~ I ~ ?
(e) Strip seal type 01'~-xpallsiorl joillt u)rllplac as per drawirlg and Techoial Specitiations Section 26fXJ includirlg acceptance testing as specified. to be illstalled urldcr supervisio~~ of sprcialist rl~a~iufacturrr.
Ilern. Uo.
5 34
(:,tlc~~lt~ti<,n IIetrtrl\ or (;nil I l c~c r i [~ l i #~n
. I < > i r i l lilli~ig
5.37
No. I 1 1.
Synll~etic enamel pa i~~t i r~g of Bridges No, arid Span Arrangement as per IRC:7-1971 and as directed by Engineer
5 3R
5.39
5.43
I!
Pruvidi~y arld fixing drainage Spouts complete as per drawing and Tecllnical Specificalio~ls Clause 7705
Drain Pipe 100 nun dia. conrleclor for drainage
spouts as per drawing and Tecl~llical Spcciticatiolls Clausr 2705.
Providi~lg and painti~y of food gauge 011
suhrrruclure ill full llrigllt and 500 nllll width as
per tllc direcliolls of lllr Engi~vrr
I'o.<~Jrrt: Jlb I . I I I I ~ I I E ~f h11-5 lr~na -1-11111 111 A ~ ~ , ~ k n l ~ u l l i I)~~rt~~tantt: I):\YYIlXX\KII\\'~~l. VlI\(:l~ul~-l I ) r t ~ ~ i l ~ el'Al~r11~~srl el' Qllttlltlllrb
Item. No. I Description
structures complete as per druwing and Technical Specilicat~onh Clause 304 I
5.02 Backtilling hehlnd ahutmentsl wing w~allslreturn walls with selected imported granular material ot approved quality co~nplete as per drawing and Technical Specifications Clauses 304 and 305
5 0 3 I~nlviding Filter medium hehind abutment. I u,ing wall and return wall cr~~nplete as per drawing and Technical Specifications Clauses 305 & 2504
5.04
5.05
l(a) M 30 grade in well curb I
Plain cement concrete M-15 in foundation levelling course etc. including centering wd shuttering all complete w per drawing and Technical Specifications Section 1700
Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.
5.06
I(h) M 25 grade in top and bottom plug I
Strucmral cement concrete for plain concrete /reinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700
l(c) M 30 grade in well steining I
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5.07 Providing. fabricating and laying in position cutting edge of nlild steel for well foundation ior hridges as per dra\ving and Technical Specification Section 1200 ant1 1900
i I (-11 Depth upto 3 m
5.08
I Itc) Depth 10 - 20 111
Sinking o i \\.ells tlu.ough all typzs 01' coils and rock to he ~neasurrd from low water level (other dlrui pneumatic method of sinking ) coinpletr as per drawing and Technical Spcc~fication Section 1200
No. Calcul;~tio~~ Details or
L 1 B H
(1.5+1)/2*(4.85+0.2)*(12.1 +O 2)*(1 1 08 14.3)+(5.8-4.3)*(1.5 i 1 ):2'(7.6- 4.85)*(12.1 +0.2)
0.5*3.5L(11.381-8.135)*12.1
((11.381-0.4)-5.55)*0.6*12. I
(7.6+0.2)*(12.1+0.2)*0 1
(5.55-4.3)*7.6*12.1
na
na
Details of Abstract of Qua~~t i t i e s of Urid~es
C h a i ~ n g e :Kim 314.231
Reinl~rced cernenr cr~ncrete in super structure complete as per drawing ancl Technical Specificat~or~s Sections 1700 &I300
(a) M25grade for RC T Girder & Slah
(h) M30 grade for Solid Slah
Q u ; l ~ ~ t i t \
285 3
No.
7 -
Unil
curn
Item. No.
5 10
5 14
Descriptio~~
Celnent a~ncrete(M-25) lirr Plain concrete I Reiriliircc<l c<~ncrctc for uhstrucrure c o ~ ~ ~ p l e t e as ptr drdwlng and Technical
Reinforced cement concrete railing complete as per drawing and Technical Sprcifications Section 2700 (including cost of reinforcement)
5.15
Calculatior~ Details or
HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.
5.21 Prov~ding weep holes in ahuunents. wing walls and return walls arc. mmplere as per d r a a ~ n g and Technical Specifications Section
5 . 2 2
H L
Biluminous wearing course (62 mm thick) ccmprising 50 ~ n n i asphalt mncrere in a sulgle layer over hirunlinous nlastic course ot 12 IIUII thick wirh a prilne coal complete as per drawing and Technical S~cifications Srclion 2700
5.30
(11.381-8.735)'0.3*12.1 +(8.735- 8.135)*0.9*12.1 +(8.135-5 55)*0.75*12.1
B
Suplilying and lixing concrere crash harrier type hriclge rails c~>mplete as per drawing and Technical Sprcitica~ions Clause 609 and Sec~iou 1700 including cosr ol' necessary m:~rerial. fonii\vc~rk and reinlorcemmt
5.31
curn
Lm
sqrn
Llll
Lm
clllll
Rc~nlorcecl ccmenl c~jncrne approach slahs iticluding cosr reinli~rcnnen~:: c ~ ~ n p l e t e ;IS
per dra\wng ml~l Technical Specilicati<~ns Scc[ii>n 1700
5 31 I
i
C ~ r ~ ~ e n r cc>~wrele k l 15 grade levelling course I\el,)\v : I } ' ~ ~ c Y . I C ~ I ::1:1hs cc~~lplctc. :IS }wr ~lr.h\vtng i l r l ~ l Tecllllic:~! SIwcilic.~li~1s Sccli(111 1700
Det;~ils ol' Al,slr;~ct ol' Qu;ll~tities ol' Britlges
Iteln. Descriplion Unit No.
5.33 Pnlv~ding and fixing Elastomeric hearing
1 I complete as p r drawing and Technical Specil'icati<~ns Section 2000 I cucln I I 5.341~nint filling I I (a) Supplying and fixing in position 10 lnln thick premc~ulded joint filler in expansion
Lln joint complete as per drawing and Technical Spec~ficationr Section 2600
(h) Construction of Joint with Asphalt plugging of old deck with new deck slah (300mm x 75mm) as per drawing and as directed hy the Engineer
(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Secr~on 2600 including acceptance resting as specified. to he installed under supervision of L1n
specialist manufacrurer.
5.37 Synthetic enamel painting of Bridge No. and Span Arrangement as per IRC:7-1971 and as Nr directed hy Engineer
5.38 Providing and fixing drainage Spouts complete ac per drawing and Techrucal Nr Specifications Clause 2705
5.39 Drain Pipe 100 mnm dia. connector for I I drainage spouts ac per drawing and Technical Specifications Clause 2705.
5.43 Providing and painting of tlood gauge on suhstmcrure in h l l height and 500 nun width as per the directions of the Engineer
No.
Details ol' Abslracl of Qualttities ol' Bridge
Ileln. No.
Description
structures c~mplete a> per drawing and Tcchnlcill Specifications Clause 304
5.02 Backfilling hehind ahutmentsi wing
wlng wall and reNm wall cornplete as per drawing and Technical Sprc~fications Clause? 305 & 2504
u~all~lretum walls wirh selected imprted granular ~naterial nl approved quality
5.03
5.06 Struclural ce~nenL concrete for plain concrete lre~nforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700
~ < ~ ~ n p l e t e as per drawing and Trchniml Spec~fications Clauses 304 and 305
Prnviding Filter mrdiutn hehind ahut~nmt.
5.04
5.05
((a) M 30 grade in well curh I
Plam cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as pt.r drawing and Technical Specifications Section 1700
Canen1 concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.
((h) M 2ti grade in top and hottom plug I I(c) M 30 grade in well steining I ((d) M 30 grade in well cap I
5.07 Providing. fabricating and laying in position cutting edge of mild steel for well ioundation ior hridges as per drawing and Technical Specification Section 1200 and 1900
508(~ink1ng of nells ~hrough all types of soils andl rock to he measured from Ion water level (cxher thim pneu~iiatic method of sinking ) cnn~plete us per dmuing and Technical Specification Section 1200
(a) Deprh upto 3 111
(I>) Depth 3 - 10 In
I ( c ) Depth 10 - 20 111 I 5.09 S:IIILI fillins 111 well :IS per cl~-;~\\,i~ig :111ci I
CUlll
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Calculatio~t Details or
L B H (1.5+1)/2*(4.55+0 2)*(12 1 +0.2)'(10 09
Del;~ils of Abstract of Qu;l~ltities of Britlges
5 1 0 I ~ a n e n t concrete(M-25) I11r Plain concrete 1
Ilelrl. No.
Reinlixced concrete lilr suhstruc~urr co~nl>letc as per drawing ant1 Techniml Specifications Sccuons 1700 &. 2200
Description
(a) M 2 5 ~ a d e for RC T Girder & Slah (h) M30 grade for Solid Slah
Unit
5.11
cum
Reinlorcrd cement concrete in super structure complete as per drawing and Trchnical Spccilications Sections 1700
5.14 Reintorczd cement concrete railing complete I I as per drawing and Technical Specifications Section 2700 (including cost of
5.15 HYSD bar reinforcement colnplete as per 1 1 drawing and Technical Specifications Section I / 5.21 Providing weep holes in ahutments. wing I I walls and remrn walls ctc. wmplete as per
drawing and Technical Spcitications Secrion
5.22 Bituminous \\,caring course (62 nun thick) comprising 50 nun asphalt concrete in a single layer over hiluminous mastic course ot 12 m ~ n thick with a prime coat complete as per drawing and Technical Specifications
5.30
Llll
Supplying and lixing concrete crash harrier type hridge rails complete as per drawing and Technical Specificarions Clause 809 and Section 1700 including cost of necessary material. fonn\vork and reinforcement
5.31
Llll
Reiniorcetl cement concrete approach sluhs including cost minfcrcemmrs complete as per drawing snd Technical S}wcitications Section 2700.
5.32
5.33
Cement concrete M 15 grade lrvelling course helow appr<t~ch slahs complete as per cum
cll.;i\ving :lnd Techli~ill S~wcifications Sect1011
P~-,>viding and fixing Elastomeric hearing c,,niplete as per ~lra\ving :md Technical CUEIU
Specil'icat~ons Section 3000
Quantit? NO. Calculatio~~ Details or
L B H
Details ol' Abstract ol' Qwlltities of Bridges
Clleil~ege :Kms 314.437
I I C I ~ I . Yo.
5.?4
5.37
5.38
5 39
5.43
Descri l~t io~~
Jot111 lilling
(:I) Supplying and fixing i n pobitio~~ 20 lntn tllick premouldal ji~int filler i l l expansion jc~int colnplete as per drawing and Technical Sliecilications Section 2600
(h) Conbtruction <,I' Joint u,ttli Asphalt plugging o i old deck with new deck slah (3001n1n x 751n1n) a:. per drawing and a\ clirccted hy the Engineer
(c) Strip seal type of expansion joint complete as per drawing ant1 Technical Specifications Section 2600 including acceptance testing as spccilied. to he inswlled under supervision of specialist manufacturer.
Synthetic enamel painting of Bridges No, and Span Arrangement as per IRC:7-1971 and as directed by Engineer
Providing and fixing drainage Spouts complete as pzr drawing and Technical Specifications Clause 2705
Drain Pipe 100 nun dia. connector for drainage spouts as pzr drawing and Technical Specifications Clause 2705
Providing and painting of flood gauge on auhstructure in full height and 500 nun width as per the directions cif the Engineer
No.
2
2
1
4
Unil
Lm
Lm
Nr
Nr
Qual~tity
24.2
24.2
1 .O
4
Calcul ;~t io~~ Details or
L B I H
12 10
12.10
I'~.#bjr~.l: JIG 1.88l~il~~ 01 N11-5 11.1~111 -1'11111 10 j \ ~ ~ u k ~ ~ l ~ ~ n l l l I l ~ t ~ # # ~ n ( . n l : I): ')')OUUil<ll\V~vl. VII \ ( ' l t$ t l~-4 I ) r l r t i l * 01 ,\l,*l~.r~rl #,I l J ~ ~ n # ~ l l t i r r
Details of Ahstract of' Qua~ttities of Bridges
Ite~rt. Description
N o .
*INuures cuinple~e us per drawing and Tech~iical Speciliwtiilns Clause 304
5.02 B;~ckfill~ng hehind ahuunentsi wing walis/return walls with selected imported granulilr inaterial o i appn~vetl quality cc~mplete a:: pcr tlrdwing and Technical Specifications Clauses 304 and 305
5 03 Pr~rvld~ng Filter ~nrdium hehind abutment. wlng wall and return wall complete us pcr drawing and Technical Specifications Clauses 305 & 2504
5.04 Plain celnent concrete M-15 in foundation levelling course e t . including centering and shuttering all complete as per drawing and Technical Specifications Section 1700
5.05
I(a) M 30 grade in well curh I
Ceinent concrete(M-25) for Plain concrete 1 Reinforced concrete in open foundation complete as per drawing and Technical Specification.. Sections 1700 & 2100.
5.06
I(h) M 25 grtade in top and hooom plug I
Structural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700
I(c) M 30 grade in well steining I I (d) M 30 grade in well cap I 5.07
(a) Depth upto 3 nl
(h) Depth 3 - 10 m
Providing. fabricating and laying in position cutting edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900
5 08
5.09 S:lliil filling in well ;IS per dr:~\\ing ant1 Tcclinic:~l Snecificalic>~i Sec~i<>n 1100 I
Sinking of \veils through all types of soils and rock to he measured from low \\,ater le\.el (other than pneuinatic method of sinking ) complete as per dra\ving ant1 Technical Specific:ition Section 1200
cum
cutn
cum
No. Calculation Details or
L (1.5+1)12*(6.8+0.2)*(12.1 +0.2)*(10.501 1.5)+(3-1.5)*(1.5+ 1)12"(8- 6.8)*(12.1 + 0 2 )
0.5*3.5*(10.501-8.446)*12. I
((10.501-0.4)-2.25)*0.6*12.1
(8+0.2)*(12.1+0.2)*0. l
(2.25-1.5)*8*12.1
na
n'd
nu
llil
1% H
Det;~ils 01' Abstr;~cl of Q w ~ ~ t i t i e s of Bridges
5.10 Celrirnt a~ncretc(M-25) i'or Plain concrete I Reinlorced concrete l i ~ r substructure cr~nplete as prr drawing and Technical Spccilicatic~ns Sectinns 1700 Kc. 2200
5 1 1 Reinforced cnnent cr~ncrete in super structure complete as pcr dmu,ing and Technical Specifications Sections 1700 &2300 (a) M25gradc for RC T Girder & Slah (hj M30 grade for Solid Slah
5.14 1 Reinforcecl cement concrete railing complete I as per drawing and Technical Specifications Section 2700 (including cost of reinlorccmenO
%I5 HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.
5 2 1 Providing weep holes in abutments. wing u,alls and rerum walls etc. complete as per drawing and Technical Specifications Section
5.22 Bituminous wearing course (62 mm thick) colnprising 50 m n asphalt concrete in a single layer over himminous mastic course of I Z mm thick with a prime coat comnplete as per drawing and Technical Spcifimtions Section 2700
5.30 Supplying and fixing concrete crash harrier type bridge rail?: complete as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary material. formwork and reinforcement
5 3 I Rrinlorced cemcn~ concrrie approach slahs including ~ ~ 1 s t reinforcements coniplete as pel- drawing and Trchnical Sprcitici~tions Section 1700.
5 3 2 Cement concrete M 15 fr;ale le\,elling course helo\\. approach oluhs cm~plere as per clr;~\\,inf ulcl Technical Slxciticatio~ls Section 1700.
5 j.3 Providing and fisinf El:lstomrric hearing c<>n~pletc ;IS per ilr;l\\ing and Tectlnical Sl1rcilic;1ti~,tls Srclinn 2000
cull1
cum
Lm
s q ~ n
Lm
Llll
cull1
CUClll
No. Calculation Details or
L B H 1 I
I+oject: 416 Ltuling of NH-5 from Tuni to :\nakaynlli Ileeoment: D:\YY088\RH\Vol. VII\Chnp-l I)eti~ilr of . \ l ~ s t r x t of Qunntitia
Sheet: 22 of 80 Date: November, 2OOU
Revision: RO
Bridge no. : 31513
Details of Abstract of Quantities of Bridges
Chainage :Kms 314.972
H a d r & Highways
Quantity
24.2
24.2
1 .0
4
Item. No.
5.34
5.37
5.38
5.39
5.43
Calculation Details or Unit
Lm
Lm
N,
Nr
Description
Joint filling
(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600
(h) Consuuction of Joint with Asphalt plugging of old deck with new deck slab (3OOmm x 75mm) as per drawing and as directed by the Engineer
(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to be installed under supervision of specialist manufactu~r.
Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer
Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.
Drain Pipe 100 mm dia. connector for drainage spouts a per drawing and Technical Specifications Clause 2705.
Providing and painting of flood gauge on substructure in full height and 500 mm width as per the directions of the Engineer
No.
2
2
1
4
H L
12.10
12.10
B
Rojn.1: 4th Ltuling of NH-5 frow Tuni to .hnkapnUi L)or.u~,lent: I):\Y9(WS\RH\VoI. VII\Chnp-I 1)etrds of :\lrstt.,tct of Quantities
Sheet: 23 of 80 Date: N~vemlmr, LOO0
Revision: HO
Bridge 110. : 31611
Details of Abstract of Qua~itities of Bridges
Chainage :Kms 315.850
1)rIoilrd l'rqccl Hcpod I): IYPIMXI V ~ ~ l . v i i l U P R B ~ e b o q
Item. No.
5.01
5.02
5.03
5.04
5.05
5.06
5.07
5.08
5.09
No.
2
2
2
2
2
Description
Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304
Backfilling behind abutments1 wing walislreturn walls with selected imported granular material of approved quality complea per drawing and Technical Specifications Clauses 304 and 305
Providing Filter medium behind abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504
Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700
Cement wncrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete ac per drawing and Technical Specifications Sections 1700 & 2100.
Stmctural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Section 1200, 1500 and 1700
(a) M 30 kpde in well curb
(b) M 25 grade in top and bottom plug
(c) M 30 grade in well steinimg
(d) M 30 grade in well cap
Providing. fabricating and laying in position cutting edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900
Sinking of wells through all types of soils w d rock to he measured from low water level (other than pneumatic method of sinking ) complete as per drawing and Technical Specification Section 1200
(a) Depth upto 3 m
(h) Depth 3 - 10 m
(c) Dcpth 10 - 20 m
(d) Depth 20 - 30 m
Sand filling in well a per drawing and Technical Specification Section 1200
Unit
cum
cum
cum
Cum
cum
Calculation Details or
L .
B H
(1.5+1)12*(2+0.2)*(12.1 +0.2)*(12.246- 8)+(9.5-8)*(1.5+1)12r(6-2)*(12.1+0.2)
0.5*3.5*(12.246-10.35)*12.1
((12.246-0.4)-9)*0.6*12.1
(6+0.2)*(12.1+0.2)*0.1
(9-8)*6*12.1
na
na
na
na
Quantity
471 7
80.3
41.3
15.3
145.2
I4oject: 4/15 I.rulh~g of NH-5 from Tuni to A~lsb~pnlli I)c~ttnlent: D:\Y9088\RH\Vol. VII\Ch.p-l I)etnils o l -\l,str,~et of Qutu~titia
Sheet: 24 of 80 1)wte: Nuven~l~er, LOW
Kerisioa: RO
Bridge no. : 31611
Details of Abstract of Quantities of Bridges
Chainage :Kms 315.850
Quantity
92.4
65.3
48.7
60.0
79.2
28.4
25.4
9.1
20275.2
No.
1
2
1
2
2
2
12
Calculation Details or Unit
cum
cum
Lm
S4m
Lm
Lm
cucm
Item. No.
5. 1 0
5.1 1
5.14
5.15
5.21
5.22
5.30
5.3 1
5.32
5.53
Description
Cement concrete(M-25) for Plain concrete /
Reinforced concrete for substructure complete as per drawing and Technical Specifications Sections 1700 &. 2200
Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700
(a) M25grade for RC T Girder & Slab (h) M30 grade for Solid Slab
Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of
HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.
Providing weep holes in abutments. wing walls and return walls etc. complete as per drawing and Technical Specifications Section
Bituminous wearing course (62 mm thick) comprising 50 mm asphalt concrete in a single layer over biruminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700
Supplying and fixing concrete crash barrier type bridge rails complete as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary material, formwork and reinforcement
Reinforced cement concrete approach slabs including cost reinforcements complete as per drawing and Technical Specifications Section 1700.
Cement concrete M 15 grade levelling course below approach slabs complete as per drawing and Technical Specifications Section 1700.
Providmg and fixing Elastomeric bearing complete as per drawing and Technical Specifications Section 2000
H L
(12.246-10.95)*0.25*l2.1+(10.95- 10.35)*0.85*12.1+(10.35-9)*0.65*12.1
+0.5*(0.5+ 1)*2*(12.246- 8)*4+0*0.3*(12.246-8)
7.2'0.75*12.1
(150/1000)*(145.2+92.4)+(200/1000)*65. 3
30.00
7.2*(12.1-1.1)
2*3.5+7.2
3.5*0.3*12.1
(3.5+0.2)*0.1*(12.1+0.2)
0.16*0.37*0.033*10~6
B
Project: 416 Laling af MI-5 h o n ~ Tnni to AnaknpaUi Doc~anent: D:\99W8\RH\Vol. YII\Chttp-I Detirils of Al,strnet of Qonntitia:
Details of Abstract of Quantities of Bridges
Bridge 110. : 31611 Chainage :Km 315.850
Sheet: 25 of 80 Ilnte: Novenlher. 2000
Revision: RO
Item. I UE3L1 l p l U l l
No. 1 I Unit I NO. I Calculation Details or I I Quantity
I . R H
5.341Joint tilling I . I I I
(b) Consuuction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer
(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion oinl coinplete as per drawing and Technical
Specifications Section 2600 I (c) Strip seal type of expansion joint complee as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to be installed under supervision of specialist manufacturer.
Lm
5.37
5.38
5.39
5.43
2
Synthetic enamel painting of Bridges No. and Spw Arrangement as per IRC:7-1971 and as directed by Engineer
Providing and fixing drainage Spww co~nplete as per drawing and Technical Specifications Clause 2705.
Drain Pipe 100 mm dia. connector for drainage spouts is per drdwing and Technical Specifications Clause 2705
Providing and painting of tlood gauge on suhstmcrure in full height and 500 mm width as per the directions of the Engineer
12.10
Reject: 416 Ltuling of NH-5 fro111 Tuni to AnakapaUi 1)orument: D:\')9MI8\KH\Vol. VII\Ch>np-I 1)etniIs of Al~straet of Quantities
Bridge 110. : 31711
Details of Abstract of Quantities of Bridges
Chainage :Kms 316.047
Item. No. -
5.0
I Description
Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304
Backfilling behnd abutmenul wing wallslreturn walls with sdected imported 'granular material of approved quality colnplete as per drawing and Technical Specification% Clauses 304 and 305
5.03 Providing Filter medium behind abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504
5.04 Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700
5.05 Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.
5.06 Structural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700
/(a) M 30 grade in well curb I 1 (b) M 25 grade in top and bottom plug I I(c) M 30 grade in well steining I /(d) M 30 grade in well cap I
5.07 Providing. fabricating w d laying in position cutting edge of mild steel for well foundation for bridges as per drawing and Technical Specification Section 1200 and 1900
5.08 Sinking of wells through all types of soils and rock to br measured from low water level (other than pneumatic method of sinking ) complete as per drawing and Technical Specification Section 1200
I(a) Depth upto 3 m 1
I(c) Depth 10 - 20 m I 1 (d) Depth 20 - 30 m I 5 09 Sand filling in well as per drawing and
Technical Specification Section 1200 I
Sheet: 26 of W)
Ihte: Nove~llber, MW Revision: RO
H o d s di tIi,yhwuyr
Project: 416 k i n g of MI-5 from Tuni to Andliny~Ui D<ntn~ent: D:\!B)9088\RH\Vol. VII\Chnlr) 1)ettrils of i\bstr~ct of Qunntitis
Sheet: 27 of 80 Date: Noremlrw. ZOO0
Revision: RO
Details of Abstract of Quantities of Bridges
Bridge no. : 31711 Chainage : K m 316.047
(a) M25grade for RC T Girder & Slab (h) M30 grade for Solid Slab
Unit
cum
Item. No.
5.10
5 11
Descriptio~l
Ceinent concrete(M-25) for Plain concrete I Reinforced concrete for suhsiructure complete as per drawing and Technical Specifications Sections 1700 &. 2200
Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700
5.14 Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinforcement)
5.15 HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.
5.21 Providing weep holes in abutments. wing walls and return walls etc. complete as per drawing and Technical Specifications Section
5.22 Bituminous wearing course (62 mrn thick) comprising 50 mm asphalt concrete in a single layer over bituminous mastic course of 12 mrn thick with a prime coat complete as per drawing and Technical Specifications Section 2700
5.30
cum
Supplying and fixing concrete crash barrier type bridge rails complete as per drawing a n d Technical Specifications Clause 809 and Section 1700 including cost of necessary material. formwork and reinforcement
5.3 1 Reinforced cement concrete approach slabs including cost reinforcements complete as per drawing and Technical Specifications Section 2700:
5.32
cucm
Cement concrete M 15 grade levelling course helow approach slahs complete as per 1 cum drawing and Technical Specifications Section
5.33 Providing and fixing Elastomeric hearing coinplete as per drawing and Technical Specifications Section 2000
Ile~oiled Prnjecl Hepori I): IYY0,YXI VoI.~viilL)PRBnd~ehnq
No.
Roods & Ili~h,uayr
I I
Quantity Calculation Details or
H L B
Project: 416 L.ming of NH-5 front Tuni to An"kapaUi 1)ocument: D:\'B088\RH\Vol. \'lI\Ch~p-l 1)etnils of .I ,str,~et of Q~~m~t i t i ec
Sheet: 28 of W)
Dste: Nc*venll,er, ZOO0 Revision: RO
Bridge no. : 31711
Details of Abstract of Quantities of Bridges
Chainage.:Kms 316.047
I)c,rurled Pwqecr H e p H I): I YYWXI Vr>ll.vic IDPRBrLIrebaq
Item. No.
5.34
5.37
5.38
5.39
5.43
Descriptiol~
Joinr filling
(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600
(h) Construction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer
(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to be installed under supervision of specialist manufacturer.
Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer
Providiig and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.
Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Spec i f i ca t i~~ Clause 2705.
Providing and painting of flood g a g e on suhstrucure in full height and 500 mm width as per the directions of the Engineer
Unit
Lm
Lm
Nr
Nr .
No.
2
2
1
3
Quantity
48.6
48.6
Calculation Details or
L
24.30
24.30
B H
Project: -116 l~uling of NH-5 from Tuni to AoakupnUi Doeonletlt: D:\9908S\RH\Vol. VII\Chny-I Details of .&l,stl.uct of Qormtitis
Details o f Abstract o f Quantit ies o f Bridges
Sheet: 29 of 80 Date: NovenBa. TOW
Hevisioo: RO
Bridge no. : 319/1 Chainage :Kms 318.238
Item. No.
5.01
5.02
5.03
5.04
5.05
5.06
5.07
Un i t
cum
cum
cum
cum
cum
cum
cum
cum
cum
MT
Description
Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304
Backfilling behind abutments/ wing walls/return walls with selected imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305
Providing Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504
Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700
Cement concrete(M-25) for Plain concrete / Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.
Structural cement concrete for plain concrete /reinforced concrete as per drawing and Technical Specification Section 1200, 1500 and 1700
(a) M 30 grade in well curb
(b) M 25 grade in top and bottom plug
(c) M 30 grade in well steining
(d) M 30 grade in well cap
Providing, fabricating and laying in position cutting edge of mild steel for well foundation for bridges as per drawing and Technical Specification Section 1200 and 1900
No.
2
2
Quantity
317.8
175.68"
60.53
307.1
347.8
1921.8
368.1
1.9
Calculation Details o r L
=0.5'(1/3)'(3.14)'(1.5'(15.809- 10.68))"2'(15.809-10.68)
=0.5*3.5*(19.42-15.809)*13.9
=0.6*13.9*(15.809-12.18)
0.5*(0.3+3)*(7.5- 5.1+0.075)*3.142*((7.5+5.1)/2)*2 +0.5*(0.3+3)*(6- 4.25+0.075)*3.142*((6+4.25)/2)*3
2*(1*3.142/4*5.1A2+(0.3+3)*3.142/4*7 .5"2)-161.651 +(1*3.142/4*4.25"2+(0.3+3)*3.142/4* 6"2)*3.000-145.449
(10.68--11.2)*(3.142/4)*(7.5A2- 5.1A2)*2 +(10.68--10.2)*(3.142/4)*(6"2- 4.25"2)*3
(13.9*(7.5/2+0.15)+13.9/2*7.5/2)*1.5* 2 +3.142/4*6"2*1.5*3
(3.142*7.5*2+3.142*6*3)*18/1000
B H
hclject: 416 b~liIl&! of NH-5 fro111 Tuni lo A l l ~ k ~ p ~ U i I)cru~nenl: D:\99088\RH\Vol. VII\Chap-l I)et.ils of r\bstrttct of Quantities
Sheet: 30 of 80 V>ste: November, ZOM)
Revision: R0
Details o f Abstract o f Quantities o f Bridges
Bridge no. : 31911 Chainage :Kms 318.238
Derailed Project Repod r)r1990XcVl Val._virlDPRBridgehoq
Quantity
15.0
35.0 . 50.0
9.4
1448.9
258.3
949.6
104.00
670.4
18.0
1331.20
I tem. No.
5.08
5.09
5.10
5.11
5.14
5.15
5.21
5.22
No.
'
4
4
2
Description
Sinking of wells through all types of soils and rock to be measured from low water level (other than pneumatic method of sinking ) complete as per drawing and Technical Specification Section 1200
(a) Depth upto 3 m
(b) Depth 3 - 10 m
(c) Depth 10 - 20 m
(d) Depth > 20 m
Sand filling in well as per drawing and Technical Specification Section 1200
Cement concrete(M-25) for Plain concrete / Reinforced concrete for substructure complete as per drawing and Technical Specifications Sections 1700 &, 2200
Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700 &2300
(a) M25grade for RC T Girder & Slab
(b) M30 grade for Solid Slab
Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinforcement)
HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.
Providing weep holes in abutments, wing walls and return walls etc. complete as per drawing and Technical Specifications Section 2700.
Bituminous wearing course (62 mm thick) comprising 50 mm asphalt concrete in a single layer over bituminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700
Un i t
~m
Lm
Lm
Lm
cum
cum
cum
Lm
Lm
Sqm
Calculation Details o r L
=3*2+3*3
=7*2+7*3
= 10*2+10*3
=0.88*3+3.38*2
(10.68--11.2-1-3)*3.142/4*5.1A2*2
+(10.68--10.2-1-3)*3.142/4*4.25"2*3 =13'.9*1.2*1.2*3
+(19.326-2.4-0.546-1.2-12.18)*0.8*13.9 +2*0.3*13.9*2.4 +0.9*0.6*13.9 +(15.809-12.18)*13.9*0.7*2
0.25*(13.9- 2*1.65)*26+0.5*(0.3+0.2)*1.65*26*2+( 2.4-0.25-0.4)*0.325*26*5 +6*0.15*0.3*0.5*26+(2.4-0.25- 0.4+0.15)*((13.9-2*1.65-(5- 1)*0.325)*0.325*5)
+(0.625-0.325)*1.6*(2.4-0.25- 0.4)*2*5+0.4*0.625*26*5
26.00
(150/1000)*(258.3+368.1+1,921.8+347. 8+307.1)+(200/1000)*949.6
9.00
26*(13.9-0.55*2)
B H
1'1.0ject: 516 Ltulhlg of NH-5 from Tuni to .An~k~lulUi DecumcnI: D:\99088\RH\Val. VI l \Ch~p- l 1)etnils of ;I,stritrt of Qumtititi
Details o f Abstract o f Quantit ies o f Bridges
Sheet: 31 uf 80 Dnte: Z(oven~l,a, ZOO0
Revision: RO
Bridge no. : 31911 Chainage :Kms 318.238
Ik ro i l rd I'n,,ed Report
I): 1990.YXl Val-viilDPRBtidgebnq
I tem. No.
5.30
5.31
5.32
5.33
5.34
5.37
5.38
5.39
5.43
Description
Supplying and fixing concrete crash barrier type bridge rails complete as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary material, formwork and reinforcement
Reinforced cement concrete approach slabs including cost reinforcements complete as per drawing and Technical Specifications Section 2700.
Cement concrete M 15 grade levelling course below approach slabs complete as per drawing and Technical Specifications Section 1700.
Providing and fixing Elastomeric bearing complete as per drawing and Technical Specifications Section 2000
Joint filling
(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600
(b) Construction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer
(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified, to be installed under supervision of specialist manufacturer.
Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.
Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Specifications Clause 2705. Providing and painting of flood gauge on substructure in full height and 500 mm width as per the directions of the Engineer
Un i t
Lm
Lm
cum
cucm
Lm
Lm
Nr
Nr
Lm
No.
2
2
2
40
5
5
1
48
1
Quantity
222.00
29.2
10.4
195000.00
69.5
69.5
1.0
48.0
3.63
Calculation Details o r L
4*26+2*3.5
3.5*0.3*13.9
(3.5+0.2)*0.1*(13.9+0.2)
0.25*0.5*0.03g*10qj
13.90
13.90
15.809-12.18
B H
Project: 416 I ~ u l h l y . of NH-5 from Tuni to AnakapnUl I)ocoolent: 1>:\99088\RH\Vol. VII\Chap-l 1)etails of .\l,st-lrnct of Qumtitia
Details of Abstract of Quantities of Bridges !
Bridge 110. : 32213 Chainage :Kms 321.645
Item. No.
5.01
5.02
5.03
5.04
5.05
5.06
5.07
5.08
5.09
Description
Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304
Backfilling behind ahutmentsl wing walls/retum walls with selected imported granular material of approvd quality complete as per drawing and Technical Spxifications Clauses 304 and 305
Providing Filter medium behind abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504
Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700
Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.
Structural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700
(a) M 30 grade in well curb
(h) M 25 grade in top and bottom plug
(c) M 30 grade in well steining
(d) M 30 grade in well cap
Providing, fabricating and laying in position cutting edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900
Sinking of wells through all types of soils w d rock to he measured from low water level (other than pneumatic method of sinking ) complete as per drawing and Technical Specification Section 1200
(3 Depth upto 3 m
(h) Depth 3 - 10 m
(c) Depth 10 - 20 In
(d) Depth 20 - 30 In
Sand tilling in well as per drawing and Technical Specification Section 1200
Unit
cum
cum
Cum
cum
No.
2
2
2
2
2
Calculation Details or
L Quantity
2847.6
150.8
156.1
21.9
315.8
(1.5+1)/2*(6+0.2)*(12.1+0.2)*(16.4- 3.75) +(9-3.75)*(1.5+ 1)12*(8.7- 6)*(12.1+0.2)
0.5*3.5*(16.4-12.84)*12.1
((16.4-0.4)-5.25)*0.6*12.1
(8.7+0.2)*(12.1+0.2)*0.1
(5.25-3.75)*8.7*12.1
na
na
na
na
B
I
H
I'roJst: 516 1.tming of NH-5 from Tttni to A n ~ k l b p U i 1)oeea~eot: D:\WWX\RH\Vol. VlI\Cl~ap-l 1)ctnils sf ..\l,rtrart of Quantities
sheet: 33 or no D,lte: Noven11,er. ZOW
Revision: RD
Details of Abstract of Quantities of Bridges
Chainage : K m 321.645
> - Bridge no. : 32213
Quantity
624.2
-
185.9
178.2
38.4
89.1
30.2
25.4
Item. No.
5.10
5.1 1
5.14
5.15
5.21
5.22
5.30
5 3 1
Calculation Delails or Unit
cum
cum
Lm
qm
Lm
Lm
Description
Cemmt concrete(M-25) for Plain concrete I Reiniorced concrete for suhstrucmre complete as per drawing and Technical Specifications Sections 1700 &. 2200
Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700 &2300
(a) blL5grade for RC T Girder & Slab
(h) M30 grade for Solid Slah
Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinforcement)
HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.
Providing weep holes in ahuunents. wing walls and return walls etc. complete as per drawing and Technical Specifications Section
Bituminous wearing course (62 mm thick) comprising 50 mm asphalt concrete in a single layer over bituminous mastic course of 12 I- thick with a prime coat complete as per drawing and Technical Specifications Secr~on 2700
Supplying and fixing concrete crash barrier type bridge rails co~nplste as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary material. fonnwork and reinforcement
Remiorced cement concrete approach slabs including cost reinforcements cornplete as per drawing and Technical Specifications Secuon 2700.
No.
2
1
2
2
H L
(16.4-13.44)*0.3*12.1+(13.44- 12.84)*0.9*12.1+(12.84-5.25)*0.3*1?.1
+0.5*(0.5+1)*6*(16.4- 3.75)*4+ 10.425*0.3*(16.4-3.75)
0.25*(12.1- 2*2.075)*24.5+0.5*(0.3+0.2)*2.075*24. 5*2+(2.4-0.25-0.4)*0.325*24.5*4
+6*0.15*0.3*0.5*24.5 +(2.4-0.25- 0.4+0.15)*((12.1-2*2.075-(4- 1)*0.325)*0.325*5)
+(0.625-0.325)*1.6*(2.4-0.25- 0.4)*2*4+0.4*0.625*24.5*4
(150/1000)*(315.8+624.2)+(200/1000)*1 85.9
19.20
23.9*(12.1-1.1)
2*3.5+23.9
3.5*0.3*12.1
B
Bridge no. : 32213
Details of Abstract of Quantities of Bridges
Chainage : K m 321.645
Quantity
9.1
13516.8
24.2
24.2
1 .0
1 1
Item. No.
5.32
5.33
5.34
5.37
5.38
5.39
5.43
Calculatiol~ Details or Unit
Cum
cucm
Lm
Lm
Nr
Nr
Descriptio~~
Cement concrete M 15 grade levelling course helow approach slabs complete as per drawing and Technical Specifications Section 1700.
Providing and fixing Elastomeric baring complete as per drawing and Technical Specifications Section 2000
Joint filling
(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600
(b) Construction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer
(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to be installed under supervision of specialist manufacturer.
Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer
Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.
Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Specifications Clause 2705.
Providing and painting of flood Fauge on substructure in full height and 500 mm width a:: per the directions of the Engineer
L No.
2
8
2
2
1
11
(3.5+0.2)*0.1*(12.1+0.2)
0.32*0.5*0.048*10'6
12.10
12.10
B H
311ECI: JJ 01 MI
1)tlte: Novcml>er, U)MI Revision: RO
Details of Abstract of Quantities of Bridges
Chai~iage :Kms 331.180 Bridge 110.
&--
: -
Item. No.
5.01
5.02
I 5.03
! 5.04
5.05
5.06
5.07
5.08
5.09
Description
Eurthwork in excavation of' foundation for structures coniplete as per drawing and Technical Specifications Clause 304
Backfilling behind ahutrnmts/ wing walls/return walls wirh selected imported granular matdrial of approved quality co~nplete as per drawing and Technical Specifications Clauses 304 and 305
Providing Filter medium behind abutment. wing wall and return wall complete a per drit~ving and Technical Specifications Clauses 305 & 2504
Plain cement concrete M-IS in hnda t ion levelling course etc. including centering and shurrering all complete as per drawing and Technical Specifications Section 1700
Cenient concrete(M-25) for Plain concrete I Reinforced concrete in opm foundation colnplete as per drawing and Technical Specifications Sections 1700 & 2100.
Structural cement concrete for plain concrete /reinforced concrete as per drawing and Technicd Specification Section 1200. 1500 and 1700
(a) M 30 made in well curh
(h) M 25 grade in top and bottom plug
(c) M 30 grade in well saining
(d) M 30 grade in well cap
Providing. fabricating and laying in position curling edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900
Sinking of wells through all types of soils and rock [to he mrasuml from low water level (orhcr than pneumatic method of sinking ) complete as per drawing and Technical Specification Section 1200
(a) Depth upto 3 m
(h) Depth 3 - 10 m
(c) Dzpth 10 - 20 In
([I) Depth 20 - 30 m
Sand filling in well as per drawing and Technical Specificl~tion Section 1200
Unit
cum
cum
cum
C U ~
cum
No.
2
2
2
2
2
Calculation Details o r Quantity
4807.5
260.3
311.9 1
H L
40.2
583.2
(1.5+1)/2*(5.95+0.2)*(24.3+0.2)*(21.59 6-9)+(10.5-9)*(1.5 + 1)/2*(8- 5.95)*(24.3+0.2)
0.5*3.5*(21.596-18.535)*24.3 :
((21.596-0.4)-10.5)*0.6*24.3
(840.2)*(24.3+0.2)*0.1
(10.5-9)*8*24.3
na
na
na
na
B
i
I
i I
Project: 416 Lluling of NH-5 from Tuni to Anaknpnnl I)oeon~ent: D:\YY(W8\RH\Vol. vI I \Ch~p-l 1)rtw~lr of .I,rlrwct of Quxntities
Sheet: 36 of W)
Date: Noven~l,er. 2000 Revision: RO
Details of Abstract of Quantities of Bridges
Chainage :Kms 331.180 I
x-
1
Bridge no. : -
IJcrutlnl Ih,,ecl I(rpoH I ) : IYYI).YXI Vof _v,rll)PRllndgehoq
Quantity
696.3
503.7
292.7
196.8
70.4
26.8
25.4
9.1
Item. No.
5.10
5.11
5.14
5.15
5.2 I
5.22
5.30
5.3 1
5 32
Unit
cum
cum
Lm
Sqm
Lm
Lm
Description
Celnenl mncrete(M-25) for Plain concrete I Reinforced concrete for suhstrucrure complete a per drawing and Technical Specifications Sections 1700 &. 2200
Reinforced cemmt concrete in super structure complete as per drawing and Technical Specifications Sections 1700 &I300
(a) M25gade for RC T Girder & Slab
(h) M30 grade for Solid Slab
Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of
HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.
Providing. weep holes in aburments. wing walls and rerurn walls etc. complete as per drawing and Tshnical Specifications Section
Bituminous wearing course (62 mm thick) comprising 50 mm asphalt concrete in a single layer over hituminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700
Supplying and fixing concrete crash barrier type hridge rails mmplele as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary material. fonnwork and reinforcement
Reintbrced cement concrete approach slahs including cost reinJorcements complete &s
per drawing and Technical Specifications Section 2700.
Cemmt concrete M 15 grade levelling course helow approach slabs co~nple~e as prr drawing and Technical Specifications Section 1 700.
No.
2
1
2
1
2
2
2
Calculatio~~ Details or
H L
(21.596-18.756)*0.3*24.3 +(18.756- 18.535)*0.9*24.3+(18535- 10.5)*0.3*24.3
+0.5*(0.5+1)*5.95*(21.596- 9)*4+ 10.394*0.3*(21.596-9)
0.25*(24.3- 2*2.075)*26.6+0.5*(0.3+0.2)*2.075*26. 6*2+(2.7-0.25-0.4)*0.325126.6*8
+6*0.15*0.3*0.5*26.6+(2.7-0i25- 0.4+0.15)*((24.3-2*2.075-(8- 1)*0.325)*0.325*10)
+(0.625-0.325)*1.6*(2.7-0.25- 0.4)*2*8+0.4*0.625*26.6*8
(150/1000)*(583.2+696.3)+(200/1000)*5 03.7
98.40
26.6*(24.3-1.1)
2*3.5+26.6
3.5*0.3*24.3
(3.5+0.2)*0.1*(24.3+0.2)
B
Project: 416 h i i n g of NH-5 fro11 Tuni ID AnabtpnUi I)an~meat: D:\99088\RH\Vol. \II\Chap-l 1)etrrils of' .\llstrrtct of Q t ~ m t i t i a
Sheet: 37 of 80 Date: Nevenlher, ,2000
Revision: RO
Bridge no. : -
Details of Abstract of Quantities of Bridges
Chainage :Kms 331.180
Item. No.
5.33
5.34
5.37
5.38
5.39
5.43
Descriptio~~
Providing and fixing Elastomeric haring complete as per drawing and Technical Specifications Section 2000
Joint filling
(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600
(h) C ~ ~ t r u c t i o n of Joint with Asphalt plugging of old deck with new deck slah (300mm x 75mm) as per drawing and as directed by the Engineer
(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified, to be installed under supervision of specialist manufacturer.
Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer
Providing and fixing drainage S p t s complete as per drawing and Technical Specifications Clause 2705.
Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Specifications Clause 2705
Providing and painting of tlood gauge on substructure in full height and 500 mm width as per the directions of the Engineer
Unit
cucm
Lm
Lm
Nr
Nr
No.
16
2
2
1
12
Quantity
122880
48.6
48.6
1 .o
12
Calculation Details or
I L B H
0.32*0.5*0.048*10^6
24.30
24.30
1'10ject: 4 6 Lauling of NH-5 fiom Tunl l o Anakayalli I)ucunleet: D:\WW8\RH\Vol. VII\Ch"p4 1)etatils of Alrstr~a of Quantities
Sheet: 38 of UU 1)nte: Novanlmr. 2000
Revision: RO
Bridge no. : -
Details of Abstract of Quantities of Bridges
Chainage :Kms 332.163
Item. No.
5.01
5.02
5.03
5.04
5.05
5.06
5.07
5.08
5.09
Description
Earthwork in excavation of foundation for snucrures complete as per drawing and Technical Specifications Clause 304
Backfilling bzhind abutments1 wing walls/re~urn walls with sdrcted imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305
Providing Filter medium behiid abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504
Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700
Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.
Strucrural cement concrete for plain concrete /reinforced concrete as per drawing and Technical Specification Section 1200, 1500 and 1700
(a) M 30 grade in well curb
(h) M 25 grade in top and bottom plug
(c) M 30 grade in well sbining
(d) M 30 grade in well cap
Providing. fabricating and laying in position cutting cdge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900
Sinking of wells through all types of soils and rock to he mrasurtxl from low water level (other than pneumatic method of sinking ) complete as per drilwing and Technical Specification Section 1200
(a) Depth upto 3 tn
(h) Depth 3 - 10 m
(c) Depth 10 - 20 m
(d) Depth 20 - 30 m
Sand filling in well a per drawing and Technical Specification Section 1200
Unit
cum
cum
cum
Cum
cum
No.
2
2
2
2
2
Quantity
5092.6
260.3
311.6
40.2
583.2
Calculation Details or H L
(1.5+1)/2*(5.95+0.2)*(24.3+0.2)*(19.28 6-6.7)+(8.2-6.7)*(1.5+1)/2*(8- 5.95)*(24.3 +0.2)
0.5*3.5*(19.286-16.225)*24.3
((19.286-0.4)-8.2)*0.6*24.3
(8+0.2)*(24.3+0.2)*0.1
(8.2-6.7)*8*24.3
na
na
na
na
B
14oject: 416 h i n g of Mi-5 from Tuni to AnaknpUi I)a,ctnnent: D:\9908X\RH\Vol. VII\Chap-l I)ettlils of Al,str#rct of Quuntities
Sheet: 39 of 80 D*tts: Noven~her, MOO
Revision: HU
Details of Abstract of Quantities of Bridges
Bridge 110. : - Chainage :Kms 332.163
Quantity No. Description I Unit I Calculation Details or
cum
H L
5.10
B
Cetnent concrete(M-25) ior Plain concrete I Reiniorced concrete for suhstmcrure cotnplere as per drawing and Technical Specifications Sections 1700 &. 2200
(b) M30 grade for Solid Slab I I
5.1 1 Reinforced cement concrete in super strucrure complete as per drawing and Technical Specifications Sections 1700 a2300
(a) M3grade for RC T Girder & Slab
5 15 HYSD bar reinforcement complete as per drawing and Technical Specifications Section
5.14 Reinforced cement concrete railing complete as per drawing and Technica! Specifications Section 2700 (including cost of reinforcement)
5.21
sqm
Providing weep holes in abutments. wing walls and return walls etc. complete as per drawing and Technical Specifications Section
5.22 Bituminous wearing course (62 mm thick) comprising 50 mm asphalt concrete in a single layer over hiruminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700
5.30 Supplying and fixing concrete crash hamer type hridge rails complete as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of neassary ~natcrial. formwork and reinforcement
5 3 1
1)crorlrd I'rqrcr Xeped
1) 1 YVO,YXI Vol _v~~lr)l'l<Bndgehoq
Reinforced cement concrete approach slabs including cost reinforcements complete as per drawing and Technical Specifications Section 2700.
5.32
Xoadr & Highways
Cement concrete M 15 grade levelling course helou approach slahs complete as per drawing and Technical Specifications Section 1700.
Project: 416 Luting of NH-5 front Tuni to AnskspUi Uwument: D:\99088UUI\Vol. VII\Chnlc( Details of Al~strrbct of Quantities
Sheet: 40 of 80 1)ste: Nt,veml,u, ZOMI
Revision: HO
Bridge no. : -
Details of Abstract of Quantities of Bridges
Chainage :Kms 332.163
Quantity
122880.0
48.6
48.6
Item. No.
5.33
5.34
5.37
5.38
5.39
5.43
Calculat io~~ Details or Unit
cucm
Lm
Lm
Nr
Nr
Description
Providing and fixing Elatomeric bearing colllplete as per drawing and Techniml Specifications Section 2000
Joint filling
(a) Supplying and fixing in position 20 nnn thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600
(h) Construction of Joint with Asphalt plugging of old deck with new deck slah (300mm x 75mm) as per drawing and as directed by the Engineer
(c ) Strip seal type of expansion joint complete as per drawing and ~ k h n i c a l Specifications Section 2600 including acceptaoce asting as specified, to be installed under supervision of specialist manufacturer.
Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.
Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Specifications Clause 2705. Providing and painting of flood gauge on suhsuucture in full height and 500 mm width as per the directions of the Engineer
No.
16
2
2
1
12
H L
0.32*0.5*0.048*10~6
24.30
24.30
B
Project: 416 Lnning of NH-5 front Tuni to AnnkapaUi I)ocan~ult: D:\99088\RH\Vol. VII\Chap-I Ilet,lils of .4llstr~ct of Qunntities
Details of Abstract of Quantities of Bridges
Bridge no. : - Chainage :Kms 333.690
Item. No.
5.01
Description
Earthwork in excavation of foundation for
5.02
structures complete as per drawing and Technical Specifications Clause 304
Backfilling behind ahuttnentsl wing wallslreturn walls with selected imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305
5.03
5.04
Providing Filter medium behiid abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504
Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700
5.05
(a) M 30 b?ifde in well curb
(b) M 25 grade in top and bottom plug
(c) M 30 grade in well steinimg
Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.
5.06 Stmctural cement concrete for plain concrete /reinforced concrete as per drawing and Technical Specification Section 1200, 1500 and 1700
5.07
(d) M 30 grade in well cap
Providing. fabricating and laying in position cutting edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900
5.08
Unit -
Sinking of wells through all t yps of soils a d rock to k measured from low water level (other than pneumatic method of sinking ) complete as per drnwlng and Technical Specification Section 1200
5.09
cum
(a) Depth upto 3 In
(b) Depth 3 - 10 m
(c) Depth 10 - 20 In
(d) Depth 20 - 30 m
Sand ljlling in well as per drawing and Technical Specification Section 1200
cum
cum
cum
cum
Sheet: 41 of SO Dnte: Novenxlm. 2000
Revision: RO
Quantity
Project: 416 I ~ u ~ h g of NH-5 froln Tuni to AnaknpUi Daolnent: D:\99088\RH\Vol. VII\Chay-l I)et!tils of Abstr~trt of Qom~titia
Sheet: 42 of 80 UI~E: Xove~nl~er, 2000
Revision: RO
Bridge no. : -
Details of Abstract of Quantities of Bridges
Chainage :Kms 333.690
I)e!uilrd I'rryrcr l lrpnn I) ; 1 990.Y1.Y.Yl VoI -vii IDPRBridgcbr~ Hoods & Htghwu?r
Quantity
475.3
366.4
218.9
184.8
139.2
26.0
51.0
18.1
Item. No.
5.10
5.1 1
5.14
5.15
5.21
5.22
5.30
5.31
5.32
Calculatio~~ Details or Unit
cum
cum
Lm
'qm
Lm
Lm
Description
Cemmt concrete(M-25) for Plain concrete 1 Reinforced concrete for suhstmcture co~nplete as per drawing and Technical Specifications Sections 1700 &. 2200
Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700 &2300
(a) M25grade for RC T Girder & Slab
(h) M30 grade for Solid Slab
Reinforced cement concrete railing complete as per drawing and Technicai Specifications Section 2700 (including cost of reinforcement)
HYSD bar reinforcemmt complete as per drawing and Technical Specifications Section 1600.
P r o v i d i weep holes in abutments. wing walls and return walls etc. complete as per drawing and Technical Specifications Section
Bituminous wearing c0ur.u (62 mm thick) comprising 50 mm asphalt concrete in a single layer over hituminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700
Supplying and fixing concrete crash harrier type hridge rails co~nplele as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary mnaterial. formwork and reinforcement
Reinforced cement concrete approach slabs including cost reinforcements complete as per drawing and Technical Specifications Section 2700.
Cnnent concrete M 15 grade levelling course helow approach rlahs complete as per drawing and Technical Specifications Section 1 700.
No.
1
2
1
2
2
2
H L
(15.181-12.753)*0.3*24.3+(12.753- 12.538)*0.9*24.3+(12.538-8.5)*1*24.3
+0.5*(0.5+1)*4.3*(15.l81- 7)*4+4.7215*0.3*(15.181-7)
0.25*(24.3- 2*2.075)*21.9+0.5*(0.3+0.2)*2.075*21. 9*2+(2.14.25-0.4)*0.325*21.9*8
+6*0.15*0.3*0.5*21.9+(2.14.25- 0.4+0.15)*((24.3-2*2.075-(8- 1)*0.325)*0.325*10)
+(0.625-0.325)*1.6*(2.1-0.25- 0.4)*2*8+0.4*0.625*21.9*8
(150/1000)*(495.7+475.3)+(200/1000)*3 66.4
92.40
21.9*(24.3-1.1)
2*3.5+21.9 .
3.5*0.3*24.3
(3.5+0.2)*0.1*(24.3+0.2)
B
l'rojcct: 416 L u t h p of NH-5 fronl Ttuli to A n n k ~ p U i I)cr.un~enl: D:\!J9088\RH\Vol. VlI\Chnp-I I>et,tils of .Al,str,~ct of Quantities
Sheet: 43 of 80 Ih~te: Novcnabu, 2000
Revision: RO
Bridge no. : -
Details of Abstract of Quantities of Bridges
Chai~rage :Kms 333.690
Quantity
78000.0
48.6
48.6
Item. No. 5.33
5.34
5.37
5.38
5.39
5.43
Calculation Details or Unit
cucm
Lm
Lm
Nr
Nr
Descriptio~~
Providing and fixing Elastomeric bearing complete as per drawing and Technical Specifications Section 2000
loint filling
(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expamion joint complete as per drawing and Technical Specifications Section 2600
(b) Constmction of loint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer
(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to be installed under supervision of specialist manufacturer.
Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705.
Drain Pipe 100 mm dia. connector for drainage spout. per drawing and Technical Specifications Clause 2705. Providing and painting of flood gauge on substructure in full height and 500 mm width as per the directions of the Engineer
No.
16
2
2
1
10
H .
0.25*0.5*0.039*10'6
24.30
24.30
L B
L ,'?,.XL' 7 s . ' L.<Y.Y.S "L 1.1.-_. I.".., . L I . l l L Y I.,...L<.Y..".
Drralrel~l: D:\990HB\RH\Vol. VII\CI~IIA Ilernils e l Al,slract of Q o ~ l t i t i s
Details of Abstract of Quantities of Bridges
Bridge no. : 33512 Chainage :Kms 334.242
Item. Nn.
Description .
5.01
5.03 I~roviding Filter medium behind abutment. I
Edrthwork in excavation of foundation for StNCtures complete as per drdwing and Technical Specificiitions Clause 304
5.02 Backfilling khind ahutmentsl wing wallsireturn walls with selected imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305
5.04
wing wall and return wall complete ns per drawing and Technical Specifications Clauses 305 & 2504
Plain cement concrete M-15 in foundation
5.05
levelling course etc. including centering w d shuttering all complete as per drawing and Technical Specifications Section 1700
Cement concrete(M-25) for Plain concrete 1
Reinforced concrete in open foundation complete a per drdwing and Technical Specifications Sections 1700 & 2100.
5.06 St~c tura l cement concrete for plain concrete /reinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700
5 07
(a) M 30 grade in well curb
(h) M 25 grade in top and bottom plug
(c) M 30 grade in well steining
(d) M 30 gmde in well cap
Providing. fabricating and laying in position cuttmg edge of mild steel for well foundation for bridges as per drawing and Technical Specification Section 1200 and 1900
5.08
cum
cum
Sinking of wells through all types of soils and rock to he measured from low water level (i~ther than pneumatic method of sinking ) complete as per drawing and Technical Specification Section 1 ZOO
5.09
cum
cum
cum
(a) Depth upto 3 m
(h) Depth 3 - 10 m
(c) Depth 10 - 20 m
(d) Depth 20 - 30 m
Sand filling in well as per drawing and Technical Specification Section 1700
1)urodrd I'ro~ucl Rupofl I ) : ! 9YO,Y/?lnl Vel . _vrilDPRBnd~eb~g
t+,,jsct: 416 L.ru,ing of NH-5 fro111 Tuni t o .AnnhpnUi I)ocoamtlt: D:\99081\RH\Vol. VlI\Chap-l l)~t,, i Is of 1Ibstritct of Quarttiti-
Sheet: 45 or w I > ~ ~ ~ E : No\e~nl)er. ZOW
Revision: RO
Details of Abstract of Quantities of Bridges
Bridge no. : 33512 Chai~lage : K m 334.242
~ tem. No.
5 10
@) MZgrade for RC T Girder & Slab (b) M30 grade for Solid Slab
Ul~it Description
Cement concrete(M-25) for Plain concrete / Reinforced concrete for >uhstmcture complete as per drawing and Technical Specifications Sections 1700 &. 2200
5.1 1
Calculatio~~ Details or No.
L B H
Reinforced cement concrete in super strucrure complete as per drawing and Technical Specifications Sections 1700 &Z300
5.15 (HYSD bar reinforcement complete as per I
5.14
drawing and Technical Specifications Section 1600.
Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinforcement)
5.22 Bituminous wearing course (62 mm thick) coinprising 50 mm asphalt concrete in a I
5.21
slngle layer over bituminous mastic course of 12 im thick with a prime coat complete a~ per drawing and Technical Specifications Section 2700
Providing weep holes in abutments, wing walls and retum walls a c . complete as per drawing and Technical Specifications Section
5.30 Supplying and fixing concrete crash barrier type bridge rails complete as per drawing and Technical Specifications Clause 809 and Section 1700 including cost of necessary material. formwork and reinforcement
5.3 1 Reinforced cement concrete approach slahs including cost reinforcements complete at: per drawing and Technical Specifications Section 2700.
5.32
cum
Cement concrete M 15 grade levelling course below approach slabs complete as per drawing and Technical Specifications Section 1700.
5.33
cum
Providing and fixing Elastomeric hearing coinplete as per drawing and Techmcal Specifications Section 2000
Lm
sqm
Projml: J.6 L,ulinp of NH-5 froln Tuni l o A n ~ k n p U i I>~,r~~mant: I~:\!J9O&l8\RH\Vol. VII\Chnp-I I)etuils of .Al,sr~.ncr of Quaintities
Sheet: 46 of 80 1)tlte: Nouenlber, LOW
Revisinn: RO
Bridge 110. : 33512
Details of Abstract of Quadities of Bridges
Chainage :Kms 334.242
Quantity
24.2
24.2
Item. No.
5.34
5.37
5.38
5.39
5 4 3
Calculatio~i Details or Unit
Lm
Lm
Nr
Nr
Description
Joint tilling
(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600
(h) Construction of Joint with Asphalt plugging of old deck with new deck slab (3OOmm x 75mm) as per drawing aid as directed hy the Engineer
(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to he installed under supervision of specialist manufacturer.
Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705
Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Specifications Clause 2705.
Providing and painting of flood gauge on substructure in full height and 500 mm width as per the directions of the Engineer
L No.
2
2
1
5
12.10
12.10
B H
Sheet: 47 of W)
Dnte: Novenli,er, ZOO0 Rc\ision: RO
Bridge 110. : 33711
Details of Abstract of Quantities of Bridges
Chainage :Kms 335.904
Quantity
2497.4
99.4
137.5
23.9
172.4
Item. No.
5.01
5.02
5.03
5.04
5.05
5.06
5.07
5.08
5.09
Descriptio~l
Earthwork in excavation of foundation for structures complete as per drdwing and Technical Specifications Clause 304
Backfilling hehind abutments1 wing walls/rentrn walls with sdrcted imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305
Providing Filter medium behind ahutmmt. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504
Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Spcifications Section 1700
Cement wncrete(M-25) for Plain concrele 1 Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.
Structural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Sstion 1200. 1500 and 1700
(a) M 30 grade in well curb
(h) M 25 grade in top and hottom plug
(c) M 30 grade in well steining
(d) M 30 grade in well cap
Providing. fabricating and laying in position cutting edge of mild steel for well foundation for bridges as per drawing and Technical Specification Section 1200 and 1900
Sinking of wells through all types of soils and rock to he measured from low water level (other &an pnmmatic method of sinking ) co~nplete as per drawing and Technical Specification Section 1200
(a) Depth up10 3 m
(h) Depth 3 - 10 m
(c) Depth 10 - 20 m
(d) Depth 20 - SO In
Sand filling in well as per drawing and Technical Specification Section 1200
Unit
cum
cum
cum
cum
cum
No.
2
2
2
2
2
Calculation Details o r - H L
(1.5+1)12*(7.2+0.2)*(12.1+0.2)*(17.02- 6.4)+(7.543-6.4)*(1.5+1)12*(9.5- 7.2)*(12.1+0.2)
0.5*3.5*(17.02-14.674)*12.1
((17.02-0.4)-7.15)*0.6*12.1
(9.5+0.2)*(12.1+0.2)*0.1
(7.15-6.4)*9.5*12.1
na
na
na
na
B
h ~ j ~ l : 416 Luting of NH-5 fro111 Tnni to n n k a p l l i I)oco~neot: D:\99088\RH\Vol. VII\Cb,np-I Ilctnils of ..\l,str,tct o f Quruitities
Sheet: 48 of M) Dn~te: November, ZOO0
Revision: KO
Bridge no. : 33711
Details of Abstract of Quantities of Bridges
Chainage :Kms 335.904
Unit
cum
cum
Lm
qm
Lm
Lm
Item. No.
5.10
5.11
5.14
5.15
5.11
5.22
5.30
5 .?I
Quantity
575.7
74.1
127.0
82.8
148.5
20.5
12.7
No.
2
2
1
2
2
Descriptio~~
Cement concrete(M-25) for Plain concrete I Reinforced concrete for suhstrucrure complete as per clrawing and Technical Specifications Sections 1700 &. 2200
Reinforced cement concrete in super stmcrure complete as per drawing and Technical Specifications Sections 1700 &2300
(a) M25grade for RC T Girder & Slah
(h) M30 grade for Solid Slab
Reinforced cement concrrtte railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinforcement)
HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.
Providing weep holes in ahuunents. wing walls and return walls etc. complete as per drawing and Technical Specifications Section
Binuninous wearing course (62 rnm thick) comprising 50 mm asphalt concrete in a single layer over hituminous mastic course of I2 tm thick with a prime coat complete as per drawing and Technical Specifications Section 2700
Supplying and fixing concrete crash harrier type hridge rails complete as per drawing and Technical Specifications Clause 809 and Section 1700 including wrt of necessary material. formwork and reinforcement
Reinforced cement concrete approach slahs including cost reinlorcements complete as per drawing and Technical Specificalions Section 2700.
Calculatio~i Details or
L I B H
(17.02-15.274)*0.25*12.1 i(15.274- 14.674)*0.85*12.1+(14.674- 7.15)*0.3*12.1
+0.5*(0.5+ 1)*7.2*(17.02- 6.4)*4+6.18*0.3*(17.02-6.4)
0.25*(12.1- 2*2.075)*13.5+0.5*(0.3+0.2)*2.075*13. 5*2+(1.25-0.254.4)*0.325*13.5*4
+6*0.15*0.3*0.5*13.5+(1.25-0.25- 0.4+0.15)*((12.1-2*2.075-(4- 1)*0.325)*0.325*3)
+(0.625-0.325)*1.6*(1.25-0.25- 0.4)*2*4+0.4*0.625*13.5*4
(150/1000)*(172.4+575.7) +(200/1000)*7 4.1
41.40
13.5*(12.1-1.1)
2*3.5+13.5
3.5*0.3*12.1
I'roject: 416 L ~ U I U I ~ of NH-5 from T u ~ i l o AnrrkapUi
1)ocument: D:\99WII\RH\Vol. V1RCh"p-I I)etnilr of Abstl.,~ct of Q w u ~ l i t i a
Details of Abstract of Quantities of Bridges
Bridge no. : 33711 Chainage :Kms 335.904
/ 5.341~oint filling I I
Unit No. Item. No.
5.32
5 3 3
(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600
Descriation
Cement concrete M 15 grade levelling course helow approach slabs complete as per drawing and Technical Specifications Section Providmg and fixing Elasto~neric hearing complete as per drawing and Technical Specification? Section 2000
(h) Const~ction of Joint with Asphalt plugging of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer
(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specified. to be installed under supervision of specialist manufacturer.
5.37
I Calculation Details o r
Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer
5.38
5.39
5.43
Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705. Drain Pipe 100 mm dia. connector for drainage spouts as per drawing and Technical Specifications Clause 2705. Providing and painting of tlood gauge on suhstmcrure in full height and 500 mm width as per the directions of the Engineer
Details of Abstract of Quantities of Bridges
:Kms
No.
2
2
2
340.561
Calculation Details or
Chainage
Unit
cum
cum
cum
cum
cum
cum
cum
cum
cum
MT
\
H -
Bridge no.
Item. No.
5.01
5.02
5.03
5.04
5.05
5.06
5.07
=0.5*(1l3)*(3.14)*(1.5*(14.999- 11.4))'2*(14.999-11.4)
=0.5*3.5*(25.237-14.999)*13.9
=0.6*13.9*(14.999-12.9)
0.5*(0.3+3)*(7.5- 5.3+0.075)*3.142*((7.5+5.3)12)*2
+0.5*(0.3+3)*(6.1- 4.5 +0.075)*3.142*((6.1+4.5)/2)*4
2*(1*3.142/4*5.3"2+(0.3+3)*3.142/4*7. 5'2)-150.584 +(1*3.14214*4.5^2+(0.3+3)*3.142/4*6.1 ^2)*4.000-184.071
(1 1.4--2.5)*(3.142/4)*(7.5̂ 2-5.3̂ 2)*2
+(11.4--5.5)*(3.142I4)*(6.lA2-4.5"2)*4
(13.9*(7.5/2+0.15) + 13.9/2*7.5/2)*1.5*2
+3.142/4*6.1^2*1.5*4
(3.142*7.5*2+3.142*6.1*4)*18/1000
L
: 34111
Description
Earthwork in excavation of foundation for strucrures complete a. pcr drawing and Technical Spccitications Clause 304 Backfilling hehind ahutmentsl wing wallslretum walls with selected imported granular material of approved quality co~nplete as per drawing and Technical Specifications Clauses 304 and 305
Providing Filter medium behind abutment. wing wall and return wall complete as per drawing and Technical Specifications Clauses 305 & 2504
Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700
Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drdwing and Technical Specifications Sections 1700 & 2100.
Structural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Section 1200, 1500 and 1700
(a) M 30 grade in well curh
(h) M 25 grade in top and hottom plug
(c) M 30 grade in well steining
(d) M 30 grade in well cap
Providing. fabricating and laying in position cutting edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900
B
Details of Abstract of Quantities of Bridges
Bridge no. : 31111 Chainage : K m 340.561
Item. No.
5.08
Description
Sinking of wells through all types of soils and rock ro he measured from low water level (other than pneumatic inerhod of sinking ) co~nplete as per drawing and Technical Specification Section 1200
5.09
5 .1 1 Reinforced cement concrete in super stmcture complete as per drawing and Technical Specifications Sectiom 1700 &2300
Unit
(a) Depth upto 3 m
(h) Depth 3 - 10 m
(c) Depth 10 - 20 m
(d) Depth > 20 m
Sand filling in well as per drawing and Technical Specification Section 1200
5.10
cum
Crmen~ wncrete(M-25) for Plain concrete I Reinforced concrete for substructure complete as per drawing and Technical Specifications Sections 1700 &, 2200
- No.
cum
Calculation Details or F=
(a) M25grade for RC T Girder & Slab
5.14 Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of rein~orcemenl)
5 15
5.21
sqm
HYSD bar reinforcemenr complete as per drawing and Technical Specifications Section 1600.
Providing weep holes in ahulmmts. wing walls and return walls erc. complete as per drawing and Technical Specifications Section
5.22
Quantity
Bituminous wearing course (62 mm thick) comprising 50 mm asphalr concrete in a single layer over hitu~ninous mastic course of I 2 nun thick with a prime coat complete as per drawing and Technical Specilications Section 2700
H o d s t4 Iliyhwoyr
Details of Abstract of Quantities of Bridges
Bridge no. : 3-1111 Chainage :Kmns 340.561
1 lt!-pt- hri(lge rails coinplete vs per drawing and ( I I I Technic;il Specificali(rns Clause 809 wd
Secuc,n 1700 including cosi of necessary miiicri'11. kmnwork and reinlorcrmmt
Item. No.
5 i O
Descr ipt io~~
Supplying and fixing concrete crash harrier
5 3 2 I ~ n n e n t concrete M 15 grade levelling course
Unit
5.31
helntr. approach dahs complete as per drauing and Technicdl Specifications Section 1700.
NO.
Re~~itorced cement ccrncrete approach slahs incluiling cosl reinlorcemmts co~nplete as per drawing and Technical Specifications Section 2700.
Quantit! Ca lcu la t io~~ Details or
5 341~oint filling
5.33
(a) Supplying and fixing in position 20 m n thck premoulded joint filler in expamion joint complete as per drawing and Technical Specifications Section 2600
H L
Pmviding and fixing Elastolneric hearing co~npletr as per drawing and Technical Specifications Section 2000
B
(c) Strip seal type o i expansion joint complete as ;er drawing and Technical Specifications Section 2600 including acceptance testing as specified. to he installed under supervision of specialist manufac~urer.
! (h) Construction o i Joint with Asphalt plugging of old deck with new deck slah (30(hnm x 75111111) as per drawing and as directed hy the Engineer
5.37
5.38
Lm
cum
cucm
Lm
Synthetic enamel painting of' Bridges No. and Span Arrangement ;IS per IRC:7-1971 and as cl~rrulrd hy Engineer P r n ~ ~ d i n g and tixing drainage Spou~s complete as per (lrawing and Technical Specifications Clause 2705
5.39
5 -13
Draln Pipe 100 mln dia. connector lor clra~nage spouts as per drawing and Techntcal Sprcifications Cl;luse 2705
PI-,,\ d ing and painting (11 tlrrxl gauge on >uh>tructure in full height ltiid 500 mm width a\ per the directiri~lb <)I he Engineer
Details of Abstract of Quantities of Bridges
Bridge no. : 34511 Chai~rage : K m 343.850
Item. I NO. I I
5 01 I~~lr thwork in excavation of foundation for
LO2
5 03
5 .03
5.05
I I (:I) M 30 grade in well curh I
structures complete as per drawing and Tchnical Specifiwtic~ns Clause 304
B.iuklilling hehind ahuunentsl wing ~rrrlls/return walls \r.lrh srlec~rtl i~nporcetl eranular material of approved quality complete as per drawing and Technical Spcificarions Clauses 304 and 305
Pruviding Filter nlediuin behind ahuunent. ulng wall and return wall complete as per draa.lng and Technical Specitications Clauses 305 & 2504
Plain cement concrete M-15 in foundation Ir\.elling course etc. including centering and shuttering all colnplete as per drawing and Technical Specifications Section 1700
Cement concrete(M-25) for Plain concrete 1 Re~nforcrd concrete in open foundation complete as per drawing and Technical Specificatiom Sections 1700 & 2100.
5.06
/ I(h) M 25 grade in top and hottom plug I
Strucrural cement concrete for plain concrete ireinforced concrete as per drawing and Technical Specification Section 1200. 1500 ancl 1700
I ((c) hl 30 grade in well steining I 1 1(,1) M 30 grade in well cap I
I 5.081~inking of wells through all types of soils andl
5 07
rock to he measured from low water level (other than pneu~natic method of sinking ) c,,~nplete as per drawing and Technical Specification Section 1200
Pr~rvitling. fabricating md laying in position cuuing edge of mild steel lor well foundation tor hridges as per drawing and Technical Specification Section 1200 and 1900
1 / ( a ) Depth upto 3 nl I I ] (h) Depth 3 - 10 In I I ((c) Depth 10 - 20 m I I I(d) Depth 20 - 30 m I
- Unit
5 .09
cum
cuni
Snl~il filling in well a,: per drawing and Tcchnlcul Specification Section 1200
cum
c u n
cum
SlleeI: 53 of 80 1)rbte: S e v m n l ~ r . ZtIW
he visit,^^: Htl
Quantity
Details of Abstract of Quantities of Bridges
Bridge no. : 34511 Chainage :Kms 313.850
Item. No.
r 5 10
1
Description
Cemmt concrete(M-25) for Plain concrete Reinforced concrete lur substructure complete as per drawing and Technical Spe~.~l'ic;~tions Sectic~ns 1700 &. 2200
5 11
UII~I
Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700 &2300
(a) M25grade for RC T Girder & Slah
5.14
5.15
5 2 1
cum
(h) M30 grade for Solid Slah
Reiniorced cement concrete railing complete aa per drawing and Technical Specificarions Section 2700 (including cost of rcinturcement)
HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600.
Providing weep holes in ahutnlents. wing
walls and rerum \valls etc. complete as per drawing and Technical Specifications Section
5.21
cum
Lm
Birutninous wrarmg course (62 mm thick) comprising 50 m n asphalt concrete in a single layer over bituminous mastic course of 12 lnm thick with a prime coat complete as per drawing and Technical Specifications Secuon 2700
sqm
( 5.50
1 1 I i I
5.5 l
No.
Supplying ant1 fixing concrete crash harrier type hridge rails cc?~nplete as per drawing mtl Technical Specifications Clause 809 and Secuon 1700 ~ncluding cost ot necessary material. fonnwork and reinSorcemmt
Reinforced cement concrete approach slahs including ccwt reinlorcementa complete us per tlrawing and Technical Specifications Srcu11n 1700
Lm
I
Quantit! Calculat io~~ Details o r H L B
Details of Abstract of Quantities of Bridges
:Kms
No.
2
16
2
2
1
21
343.850
Calculation Details or
Chainage
Unit
cum
cucln
Lm
Lm
Nr
Nr
Bridge no.
it en^. No.
5 32
5 33
L36
5.37
5.38
5.39
5.43
: 34511
Descriptio~~
Cement concrete M 15 grade levelling courze heloa approach slabs c~miplere as pcr ilra\r.ing and Technical Specifications Section
1 700
Prc,viilmg ilnd fixing Eliist~>meric hearing co~nplete as prr drawing 2nd Technical Sprciiictltions Section 2000
Joint filling
(a) Supplying and fixing in position 20 mm thick pre~noulded jcrint filler in expdaqion joint complete as per drau'ing and Technical Specifications Section 2600
(h) Construction of Joint with Asphalt plugging of old deck with new deck slah (3OOmm x 75mm) as per drawing and as directed by the Engineer
(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as zpeciti~l. to be installed under suprvision of spccialisr manuhcmrer.
Synthetic enamel painUng of Bridges No. and Span Arrangement as per IRC:7-1971 and as clirected hy Engineer
Providing and fixing drainage Spouts complete as prr drau.ing and Technical Specifications Clause 1705
Drain Pipe 100 mln dia. connector for drainage spouts a?: prr drawing and Technical Specification?: Clause 2705
Prov~ding and painting of tlood gauge on suhstmcrure in full heighr and 500 l n~n width as per the directions ol the Engineer
H L
(3.5+0.?)*0.1'(24.3+0.2)
0.32*0.5*0.052*10.6
24.30
24.30
B
Sheet: 56 of XO Ihble: Vovenllmr, ZOOU
Krrision: HO
Bridge 110. : 31811
Details of Abstract of Quantities of Bridges
Chainage :Kms 347.046
Item. No.
5.01
5.02
5 0 3
5.04
5.05
5.06
5.07
5 08
5 09
Description
Earthxvork in excavation of foundation for structures co~nplere as per drawing and Technical Specifications Clause 304
Backfilling hehind ahutmentsl wing wallsireturn walls with selected imported granular material of approved quality complete as per drawing and Technical Specifications Clauses 304 and 305
Providing Filter ~nediu~n hehind ahuunent. wing wall and return wall co~nplete as per drawing and Technical Specifications Clauses 305 & 2504
Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700
Cnnent concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.
Structural cement concrete for plain concretc /reinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700
(a) M 30 grade in well curh
(h) M 25 grade in top and hottotn plug
(c) M 30 grade in well steining
(d) M 30 grade in well cap
Pnwiding. fahricating and laying in position cuuing edge of mild steel for well foundation for hridges as per drawing and Technical Specification Section 1200 and 1900
Sirlkin~ of wells through all types of soils and rock to he measured frorn low water level (other rhw pneumatic method of sinlung ) complete as per drawing and Technical Specification Section 1100
(a) Depth upto 3 m
(h) Depth 3 - 10 n1
(c) Depth 10 - 20 rn
(11) Depth 20 - 30 m
S;~nd filling in well as per drawing and Technical Specification Sectlon 1200
Unlit
cum
cum
cum
cum
cum
No.
2
2
2
2
2
Quantit!
946.0 1 85.3
117.4
22.6
326.7
I
Calculatio~l Detnils or H L
(1.5+1)12*(1.8+0.2)*(12.1 +0.2)*(30.742 20.76)+(22.26-20.76)*(1.5+1)12*(9- 1.8)*(12.1+0.2)
0.5*3.5*(30.742-28.727)*12.1
((30,742-0.4)-22.26)*0.6*12.1
(9+0.2)*(12.1+0.2)*0.1
(22.26-20.76)*9*12.1
na
na
na
na
B
Sheet: 57 of W l
I),&re: \ercml,er, ZOO0 Rc\lsion: HO
Details of Abstract of Quantities of Bridges
Bridge no. : 31811 Chai~vage :Kms 347.016
Item. No.
Description
5.10
I(a) M25gade for RC T Girder & Slab
Ce~nent concrete(M-25) for Plain concrete 1
Reinlorced concrete for substructure co~nplete as per drawing and Technical Specilications Sections 1700 &. 2200
5.1 1
(h) M30 grade for Solid Slab 1 .
Rrinl'orced cement concrete in super structure coinplete as per drawing and Technical Specifications Sections 1700 &2300
5.14 Reinforced cement concrete railing complete as per drawing and Technical Specifications Section 2700 (including cost of reinl'orcement)
5.15 H YSD har reinforcement complete as per drawing and Techmcal Specifications Section 1600.
5.21 Providing weep holes in abutments. wing walls and return walls etc. coinplete as per drawing and Technical Specifications Sectior
5.22 Biruininous wearing course (62 m n thick) comprising 50 mm asphalt concrete in a single layer over hituminous mastic course o I2 lnin thick with a prime coat coinplete as per drawing and Technical Specifications Seclton 2700
5.30 Supplying and fixing concrete crash harrier type hridge rails complete as per drawing an Technical Specifications Clause 809 and Section 1700 including cost of necessary material. formwork and reinforce~nent
5.31 Reinforced cnnent concrete approach sluhs tncluding cost reinforcements complete as per drawing and Technical Specifications Section 2700.
5.32
cum
Cement concrete M 15 grade Ievelhng cours' helo\\, approach slahs coinplete as per clraw~ng and Technical Specifications Sectio~ 1700.
Lm
sqm
Lin
Lm
cum
Quantitj Unit No. Calculat io~~ Details or
I I 1. B H
Project: -116 I.ru~ing of NH-5 from Tuni to Anakaynlli I)txutnentt: I):\Y9WIRH\Vol. VII\Chnp-I I)elails uf I , r t~ .ncl of Quantities
Sheet: 58 of W)
Date: Novrn l l ,~ , LOO0 Revision: RO
Bridge no. : 3W1
Details of Abstract of Quantities of Bridges
Chainage :Kms 347.046
Quantity
31200.0
24.2
24.2
No.
8
2
2
1
7
Calculation Details or Unit
cucm
Lm
Lm
Nr
Nr
Item. No.
5.3;
5.34
5.37
5.38
5.39
5.43
L Descriptio~~
Providmg and fixing Elastotnzric hearing complete as per drawing and Technical Specifications Section 2000
Joint filling
(a) Supplying and fixing in position 20 mm thick premoulded joint filler in expansion joint complete as per drawing and Technical Specifications Section 2600
(h) Construction of Joint with Asphalt p l u a g of old deck with new deck slab (300mm x 75mm) as per drawing and as directed by the Engineer
(c) Strip seal type of expansion joint complete as per drawing and Technical Specifications Secdon 2600 including acceptance testing as specified. to be installed under supervision of specialist manufacturer.
Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer
Providing and fixing drainage Spouts complete as per drawing and Technical Specifications Clause 2705. Drain Pipe 100 mm dia. connector for drainage spouts as per drdwing and Technical Specifications Clause 2705 Providing and painting of flood gauge on substructure in full height and 500 mm width as per the directions of the Engineer
I B H
0.25*0.4*O.039*1OA6
12.10
12.10
Sheet: 59 of Ml Date: N',vo~>ber, 2000
Revision: RO
Details of Abstract of Qua~ltities of Bridges
Bridge no. :- Chai~rage : K m 353.650
No.
2
2
Unit
cum
cum
cum
cum
cum
cum
cum
cum
cum
MT
Item. No.
5.01
5.02
5.03
5.04
5.05
5.06
5.07
Descriptioli
Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304
Backfilling behind abutments1 wing wallslretum walls with selected imported granular material of approved quality complete as per drawing and Technical Specificarions Clauses 304 and 305
Providing Filter medium behiid abutment. wing wall and retum wall complete as pcr drawing and Technical Specifications Clauses 305 & 2504
Plain cement concrete M-15 in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700
Cement concrete(M-25) for Plain concrete I Reinforced concrete in open foundation complete as per drawing and Technical Specifications Sections 1700 & 2100.
Structural cement concrete for plain concrete Ireinforced concrete as per drawing and Technical Specification Section 1200. 1500 and 1700
(a) M 30 grade in well curb
(h) M 25 grade in top and bottom plug
(c) M 30 grade in well seining
(d) M 30 grdde in well cap
Providing. fabricating and laying in position cutting edge of mild steel tor well foundation for bridges as per drawing and Technical Specification Section 1200 and 1900
Quantity
277.9
165.95
184.56
578.5
531.1
4768.4
548.2
3.1
Calculation Details or
L
=0.5*(1/3)*(3.14)*(1.5*(29.095- 25)).2*(29.095-25)
=0.5*3.5*(32.506-29.095)*13.9
=0.6*13.9*(29.095-18.03)
0.5*(0.3+3)*(7.5- 4.5 +0.075)*3.142*((7.5 +4.5)12)*2 +0.5*(0.3+3)*(6- 4.25+0.075)*3.142*((6+4.25)12)*6
2*(1*3.142l4*4.5'2+(0.3+3)*3.142/4*7.
5.2)-239.678
+(1*3.142/4*4.25^2+(0.3+3)*3.14214*6 "2)*6.000-338.815
(25--10.2)*(3.142/4)*(7.5'24.5^2)*2
+(16.53--4.6)*(3.14214)*(6'24.25'2)*6
(13.9*(7.5/2+0.15) + 13.9/2*7.5/2)*1.5*2
+3.142/4*6^2*1.5*6
(3.142*7.5*2+3.142*6*6)'18/1000
B H
I Details of Abstract of Qua~~ti t ies of Bridges
I Bridge 110. :- Chainage :Kms 353.650
Descripl ion
5 08 Sinking of wells through .11l types of soils ~mc rock to ht: measured froin low water level i------
/(,rthrr than pneu~i~atic me~hod of sinking ) Icumplete as per drawing sntl T e c h m l / Spec~fication Section 1200
1 Depth upto 3 m
/ ic) Depth 10 - 20 m
(<I) Depth > 20 in
5 .09 Sand filling in well as per drawing and Technical Specification Section 1200 !
5.10 Cement concrete(M-25) for Plain concrete I Reinforced concrete for substructure complete as per drawing and Technical Specifications Sections 1700 &. 2200
5.1 1 Remforced cement concrete in super strucrure complete as per drawing and Techn~cal Specifications Seclions 1700 '32300
(a) M25grdde for RC T Girder & Slah
I
(h) M30 grade for Solid Slah
5.14 Reinforced ceinenl concrete railing complete as per drawing ant1 Technical Spcitications Secrion 2700 (inclutling cost of
5 . 2 1 Prcivldmg weep holes In shutmmts. wing walls ant1 return walls erc complete as per drawing and Technical Specifications Section
5 .21 Biruminous wearing course (62 min thick) ccnnprising 50 11lm asphall concrete in a >~ngle layer over hitulninaus mastic courhr of 12 mln thick with i~ pri~nr coat complrre as pei drawing and Techn~cul Spzcifimuons Src[ion 2700
- Unit -
cum
cum
cum
Calculatioli Details or a
I'I.,~JWI: 4.6 I.,uting of NH-5 from 'I'uni to ~ ~ r ~ l r t p n l l i I),,~LII,,c,,I: I):\ ,Y~)I)~~\UII\VOI. YII\CII,,I,-J I)ct,mil\ of \I,rrrvbct of Q l ~ t u l t i t i n
Details of ..ibstr;~ct of Quantities of Bridges
Bridge no. :- Chainage :Kms 353.650
Item. No.
Description I Unit
jtypc hridge rails co~nplete as per drawing and Techni~il Speciticatiuns Clause 809 mid Section 1700 including cost of necessary material. formwork and reinl'orce~nent
i 3 1 Reinforced cement concrete approach slahs including cost reinl'orcements co~nplete as per drawing and Technical Specifications Section 2700.
i.321cement concrete M 15 grade levelling course below approach slahs complete a. per drawing and Technical Spccitications Section 1700.
5 33 Providing and fixing Elastomeric hearing complete as per drawing and Technical Specifications Section 2000
5.34lloin1 tilling
(a) Supplying and fixing in position 20 mm thick premouldrxl joint filler in expansion jo~nt cornplrte as per drawing and Technical Specifications Section 2600
(h) Constmction of Joint with Asphalt plugging of old deck with new deck slah (30Omm x 75mm) as per drawing and as directed by the Engineer
(c) Strip sea1 type of expansion joint complete as per drawing and Technical Specifications Section 2600 including acceptance testing as specititxl. to he ins~alled under supervision of specialist manufacturer.
5.37 Synthetic enamel painting of Bridges No. and Span Arrangement as per IRC:7-I971 and as directed by Engineer
5 5S Providing and fixing drainage Spouts ctunplete as per drawing and Techrucal Specifications Cluuse 2705
i 39 Druin Pipe 100 mrn d i , connector for ~lnl~nage spouts as per drawing and Technical Specilications Clause 2705
5 43 Providing and pamting of llood gauge on suhs~mcture in hll Iielght and 500 ~ n ~ n width as per the directions of the Engineer
cum
cucm
No.
ROB 110. :
Deta i l s of A b s t r a c t of Q u a ~ ~ t i t i e s of ROB
C h a i ~ r a g e : K m 326.112
co~ilplete as per d~auviug ilnd I'CCIIIIIUBI Sl,ciilicalions Clause 31U
wali.; with selected iolponed pranlllar ~llatcrisl of alqxoved qualit) co!l!plrtr ;is per d~awing and l'uclulicnl Specific.~tio~a 1:laosrs 3115 and 3115
IIa) \I 311 grade ia well curb
5.113
5 114
5 115
5 116
I(lrl \I 25 grade in top and boRo~n plug
Prcnidiz~g Filter nlrdi~t!n hrllild a h u t ~ ~ ~ n l . wing isall and returll \\,all cotllplrte as per drawing a ~ d 1.ccl111ical Specificatio~ls 1:laoses 305 & 2314 I'laill celllelu concrelr &I- 15 ill f o u ~ ~ d a l i o ~ ~ levelling
c o u ~ se etc. iacludiag cct~terillg alld sl~utleri~lg all colnplete as per drawiug and Tec l~~~ ica l
Specifications Section 17tHl c:elarn concrete(bl-311) for Plain c o ~ r r e t e .
Reanforced concrete in open foundation conlplete as 1 x 1 d~awiag and Technical Specificatio~~s Sectiol~s 171111 & 21011.
Strtlctoral cement collcretr for plain concrelr , reillforced colicrere as per drawing a t ~ d Tecllnical Specification .Section 12IM. 15Wl and 17CHl
J l c l \ I 311 grade ill well steinillg
Icd) \I 311 grade in well cap
5.117 Pro, iding. fabricating and laylllg in positio~l cutti~lg edge of n~ild steel for well fouadation for bridges as per drawing and Teclr~rical Specification Sectiotl lZllll and 1900
5.118 Siukiag of wells t h r o u l ~ all ypes of soils a ~ d rock lo he ~nrasored fro111 luw \\,atrr level (olher Ulall p~lru~~lar ic n~etllod of sinking ) co~rlplfle as per d~n:, ing and Tecllaiical Specification Sectioa 12IHI
5 119
5.111
Sand filling in well as per drawing a ~ ~ d Technical S ~ ~ c ~ i t i c a i i o ~ l Seclio~l 13111
I ' c ~ l ~ r ~ l t c o ~ s r e t r ( k l - 3 1 t a ~ Plail~ co~lcrelr . I<cit~la!cud concrete lor sul~smslore conlpletc as IXF dl-au.irlg and T e c l ~ ~ ~ i c a l Speciticatio~ls Secliolls i711113r. 22111
5. 12
Nu.
l:c.~r~rot colicrrlc usiug hl-411 g ~ n d r for prestressed colrrrte in super strucl!l~r cot~lplcte as per drawi~lg
Teillnical Sl)eciIicillio~~s Suc1io11 23lXI
Cnlcolia~nn I)ct,nils or
1. I B I 21
I'l'o~ect: 4 h I . ~ ~ l t n g 01 hH-3 Iron> 1 L I I I I 10 -1~~t l i iq~1111 L) s run~en~ : I): 9')OBX\RH\Vol. VII\Chrq,-I I)ctnils of \Il.;rr;mrl of Qorultitin-
De ta i l s of A b s t r a c t of Q u a ~ l l i t i e s of ROB
ROB no. : - C h a i n a g e :Kms 326.1 12
Qu,u,tit)
- . . 4
5 . 5
K;lsitorced celllent coricruu 1:tilizlp co111p1ete as per
J l r > ing ;tad Tcclnlical Sl~cciticalio~~s Srctiull 27lUl I ~it.ludi~~g cost of ~ c ~ ~ ~ I ~ I c ~ I I I c I I ~ I
I l l SL) bar r e i ~ ~ f o ~ c r r ~ ~ r ~ ~ ~ co~~lplete as per dlawillg
. I I ~ Tccl~~~icaI Specificalio~~s SLictio~i 161Yl.
5 I I
No. 1,'nit Itetn. \n .
PIN. iding ueep llolrs ill ahuu~~eols. ~1119 wails and riilutl \rails etc. c o e ~ p l a r as per d n w i l ~ g and l ' c ; l~~~ical Specificaliuns Secliol~ 271x1.
5 2
t .11 511pplyiag and firillp in posilio~~ 20 111111 tl~ick ~ ~ ~ c r r ~ o ~ ~ l d e d join1 filler in expa~a io l~ join1 colllplete a. per draa.ing and Tec l~~~ ica l Specifrcatio~u Srclion ?(*Ill
1111 ( 'olst~uctioa of loill1 \\.iUl .Aspl~alt pluggillg of old deck wiU~ new deck slah ( ~ I N I I I I I I I x 75111111) as per drawing and as direcad b! Illr Ellgillerr
r)escril,tinn
131101l~i11ous \vearillg course I62 111111 Il~ick) ;t,rnprisil~g 511 Inlll aspllalt concrete ill a sillgle layer o\ ;I hielninws rnaslic course of I2 In111 tllick with a IxHne coat co~nplrlr as per drawing and Tecllnical Sp<~itications Section 271lll
5 36
5 311
5 3 l
5 3 2
5 33
I < I Sllil~ seal type of eapallsioll joillt colllplele as per d l ; ~ u illg a ~ ~ d Trcllnical Sprciticatio~ls Section ?61U! i ~ ~ ; l u d i ~ ~ g ncccllMllcr tcsrizlg as specified, lo he il~a;tlled under supcr\.isiutl uf sl~ecialist ~ ~ ~ ; ~ ~ ~ u t r c m l e l
C t r l r ~ ~ l ~ t i u n Dctisllc or
P I U ~ idillg and supplying lligll leluile sleel wires1 slrrnds i~lcluding all accessories for stressilrg. slrsssil~g operations and grouting co~np lea as per drail-ing and Ted~oical Specificaliolls Sectioll LRlYJ Supplying and fixilg concrete crasll barrier type
bridge rails complea as per drawing and Teclu~ical Specificatio~is Clause 8IR and Seclion 1700 i ~ ~ c l ~ ~ d i n g cost of necessary s~aterial. forlnwork and
rei~~forcenlent Reillforced cetrlellt co~lcrele appruacll slahs
io~ludi~lg cost rei~lforce~l~e~lrs col~lplrte as per drruing and Tecl~r~ical Specificalio~~s Sectioll 271x1. c:vtilent coucrete M 15 grade Ir\rllillg course below rpproacll slabs c o ~ ~ ~ p k l e as per draiving a ~ d TLi~llnical Specificatio~u Sectiolb I7lwl.
Pro, idi~ig and fixing P 0 T C ~ I I I I PTFE bearing cun~plere as per drawing and Tecl~nical Spe~ificatiol~s Sectiolb 2lYIlI
1-111
sqlrl
MT
Lm
Lln
Cull1
Nr
Llll
Llll
s r
41
-
I4 L
; 3 7
i 3,h
; 39
Refer desigll \ olu~ne
B
5:. illllclic e~lanlel pai~airlg oi Bridgus No and Span
\ ~ r r ~ ~ g e ~ a e n l t as p r lRI:.7-1971 and as directcd h) 11~:iner1 iJro\ iding and fixing draizupe Sponls colllpldc as
I ~ Y I tlri(\vil~g and Tecll~~ic;il Spucilicatio~a (:l;~sse 37115 l ) c i ~ i ~ ~ Pipe 100 IIIIII did. cor~~~cclor lor d ~ a i r n f r
y x ~ l r aa pet drawillg slid Tecllllical S]leciticatiola
I 'l.nlsc 27115
1)eiurlrd I'rqr.rr ItcpoH 11 YYOXXI Vol _ritil)l'Rllnd~uhrrq
I Dctnils 11f ,\hrtr~rct of @,intities of 11011
t 1
1 > -
1
ROH ~ I I .
Item. 51, .
5 01
5O2
5.03
5.04
5.05
5 06
5.07
5.08
5 09
(:hnin,rgc
tinit
Cul l l
C U I I I
cull1
culrl
LUIII
: -
Deseril~t~~bn
FltrtI~u,ork II I rxcavali<u~ of li~u~~dtitior~ for lruclurrs co~llpletr as per drt~willg illid '1ccl11lict1I Sptci l i~i~tio~ls Clause 304
I3;tcklilli11g bell i~~d abull~le~lls: wi~lg wsllslrrlur~~ willls will1 srlected ill~purled gr;l~elar 111aterisl of approved qu;tlily co~llplcle ;IS per drswillg ilnd 'I ucll~~icitl Spccificatii~~~s Cli~uscs 304 a~ld 305
I'ro\ idi~lg Filter nlediu111 belll~ld t~but~l le~~l . wiug will1 alld relurll wall c o ~ ~ ~ p l e l e i ~ s per drawing imd ~l 'ccl~~~ical Speciticalior~s Clt~uses 305 & 3504
I'ltti~~ ce~rlelll concrelr M-I5 i l l fbundatio~~ Ie\,elli~lg course etc. includi~~g cellterillg and sl~uttering all complete as per dr~lwirlg ilnd Tecll~lical Speciticatio~~s Sectiol~ 1703
Celllent concrete(M-30) for Plair~ concrete I Keillti>rced co~lcrete ill ope11 f o u ~ ~ d a t i o ~ ~ corllplete ;IS per drawing and Teclnlictll Specifications Seclio~ls 1700 & 21lX).
Slrucrural celrrent concrete t i ~ r plui~l C I ) I I C ~ C ~ C
/reillti>rced concrele ;IS per drawi~lg nr~d Tcch~~lcal Speciticntio~~ Secliol~ 1300. 15lX) nnd 1700
(8) \ I 30 grade in wcll curh
(bj \I 25 grade in top and borto~lr plug
(c) \ I 30 grade in wcll steinil~g
(dl \1 30 grade in well cilp
I'ro\,iding. fabricati~~g inld lilyillg in positio~l cullillg edge of rnild arrel Ibr well t l ) u~~da t i o~~ for bridges as per drawing a ~ ~ d 'l'echnic;ll Specilicatiarl Section 12lX) and IY(X1
Sillking of wells tllruugll all types of soils and rock lo be ~llrasured fro111 low wuler level (other tll;ln p r ~ e u ~ ~ ~ a l i c r~~e l l~od of sillki~lg ) c~nlplete as
per dn~wnlg and Tecl~~lici~l Spec i l ia~t io~~ Sectioll 12ll11
( ( 1 I I I~.ptl1 UPIU 3 111
(hl I)cptl~ 3 10 111
( U l Ileptll 10 - 30 111
td) Ileptl~ 20 - 30 111
Simd filli~lg i l l well i ~ s per drilwil~g i~nd ' I ' ~ c I I I I ~ c ( I I Spccil'ict~tic~~~ Sectio~i I2(Xl
: K m s 344.859
NB.
2
3
2
2
2
Celcultlti~>n I)et>rils or
I>
M3
M3
513
M3
n13
1111
llil
~ l i ~
I l i l
1% I I
% .
KO13 nv.
Item. 10.
5 I0
4 12
5. 14
5. 15
5.31
5 32
5 26
5.30
5 31
i 37
: -
L)escr1pti6,n
( ' a l s l n co~~crete(hl-25) for I'laill c~ l~c rc r c I
I<ei~lli,rc~d crlllcrelc l i ~ r suhstrucrurc C O ~ I I ~ I C I L . its per dr~iwillg i111d Tecll~~ici~l Spccit ici~ti(~~~s Sectio~~s 1700 K . 3200
( ' c ~ ~ l u ~ i l collcrele usill$ M-30 gri~de h r prcstrcsscd cculcrcte i l l super slruclurC COIIIPICIL. i ~ s pcr d r i t w ~ ~ ~ g imd ~I'eel111ic:11 Specificittio~ls Sectio11 33lXl
Keil~t'orced cctller11 mncrete reili~lg cor~~plcle as per drawing and Teclll~icill Spccificalio~~s Sec l i o~~ 27(X) (illcludi~lg cost ol' rei~~liircenlr~ll)
MYSI) bilr r e i ~ ~ f o r c e ~ ~ ~ e ~ ~ l con~plete ils per drawil~p i111d 7'e~.l111icnl Specificntio~~s Scclion I 6lX).
Providing weep holes ill abutn~enls. wiry walls and reNr11 walls ere. co~nplclc 21s per drawing and l'rcle~iurl Speciiicatiolls Sec t io~~ 27(X).
Bilull~illous aearing course (62 nlrll tlhick) coll~prising 50 r1111i i~spl~t~lt co~~erete ill a single laycr o \ r r bitulrli~lous ~llilstic course 01' 12 111111
lllick will1 a prirrle coal C O I I I P I ~ C as per d r i ~ w i ~ ~ g and 'lrclnlical Spccific;~tiolls Scclioll 371x1
Pn>vidillg and supplyillg 11yh tn~s i l r steel wires1 str;tllds l~lcludirig ill1 accessories for stressi~~g. strussi~~y opcratiolls iuld grouli~lp colllplae as per drawillg iuld Tecli~~icid Specilici~lio~~s SCC~~<II I I X l N 1
Supplyily and t i x i~~g collcrcte c r i~ s l~ bilrricr type bridge rulls C O I I I P ~ ~ ~ L - as per dri~witlg and I'L~C~III~CIII Spccificnti~~~~s (.li~use XOY and Seclior~ 17(N) i ~ ~ c l u d i ~ ~ g cost of r~ecess;~ry ~l~ateriill. I ' L I ~ I I I \ V O ~ ~ iuld rei~~Cbrcer~~rnl
I<ci~~lbrccd celllelll coIIcrcIe i~pproacll slilhs ilicludi~lg cosr r c i ~ ~ i ~ ~ r c c i i ~ c ~ ~ t s cilll~plele 8s per cirt!~ I I I ~ ;u~d I'ec1111ic:d Spccil'ic:~li<)~~s SCCIIOII 271 I( I
( ' C I I I C I I I cn~~crctc M 14 r; ldc lavclli!~g c<~ursc hcll,w it~l>r,wcI~ slitlls C O I I I ~ I C I C its per (li.ilwi~i\! iuld I ccl~~~icid S p ~ c i l i c i ~ i i ~ ~ ~ s Scctio~l 17tKI
Ch,~inrrge
llnit
eul l i
FUIII
1
L~~~
s(lll1
M7'
LIII
1.111
C U I I I
:fins 3JJ.W.iY
NIB.
2
I
3
1
2
2
2
Cnlculntlc~n I)et,r~ls t ~ r
L
1113
+ l.6*1*(2.65*6+ 3 075*1+ 1 .X75*7)+0.8*(2 65*6+2.074*2+ 1 k75*2)*(39 196-31 5lK1-2 I 0.3-1-1 2)
0.88IW*13*4*2+(I 4256-O.XhOY)*10*4*~
Refer Uesig~l Vol
(150/IlXX))*(1.67Y.5+2.6Y4.4)+(l5O/IlXX))*X I 2
0 M)
= 11*2*26*2
2*4*(26.2Y4+26.257+ 26.224)*2*(1 8751 I IXX *(7H50/ 1000)
1*3.5+2*26
3.5*0 3*24 3
9.07
H I1
(h) I :o~~slrucriorl of Juizlr will1 r\spl~all pluggillg ~ l f
old deck will, uew deck slih ( ~ ( X ) I I I I I I x 75111111) as per drawing and as directed hy lhe E~lgilleer
Qu~intit!
5 34
(c) Strip leal type of e~pl l~s iu l l ioilll Colllplete 8s per drawing and Trcllllicill Specificatios~s Scc t io~~ 2600 i~lcludir~g accrptallce testing as specified. 10
be il~swlled under suprrvisioll of speciillisl r~~;toufacturrr
Joil~t lilliny
(;I) Supplyi~~g i111d tixiny ill p~s i l i c~ l~ 20 111111 thick p r e ~ ~ ~ ~ ~ u l d r d jc~int lillcr i l l exp:Pi~llsi(l~l joilll col~~plete as per dn~wing aud l 'ecll~~ici~l Sp~.~ificittic~~ls Srct ic)~~ 26(X)
No.
32
l n i t
.\ r
Itum. \,I.
5 33
Llll
Nr
S r
Spccificatio~~s Sectioll I I X X ) i
I)c.;cril~ti~~n
I1rovidir~g it11d fixing KI'I' curl1 lySl:E hcitri11~ c,,~~~plt.te as per dr;wirlg sud r e c l ~ ~ l ~ c i ~ l
5.37
5.38
C~l lcu ln t i~~n 1)etails llr
Sy~lll~elic enamel paillti~~g of Bridges No. and S ~ I I I Arrilngrrnnil ss per 1KC:7-1971 tlnd 11s directed by Engineer
Providing and tixillg drailrage Spouts corl~plcte ns
per drawing ard T ~ C ~ I I I ~ C I I ~ Speuitici~lio~~s Clause 2705
5 39
II L
D r a l ~ ~ Pipe 100 111111 dia. collurcu)r Ibr dri~i~luge spou~s as per dmwiny and Tecl~l~icill Sprcificatious Clause 2705
R
Project: 416 Laning of NH-5 f r om Tuni t o Anakapalli
Document: 99088\RH\\'ol. VII\Chap.-4 Details of Abstract of Quantities
Sheet: 67 of 80 Date: November, 2000
Revision: RO
Details of Abstract of Quantities for Slab C u l v e r t s
Detailed Project Report o p c . u ~ o i ~ s \ o ~ n a.nnisooiaoq.xss Roads & Highways
Quantity
-
24.173.00
13.707.00
1,013.00
1.823.00
2,121 .00
219.00
2.340.00
132.00
187.00
17,182.00
9,628.00
9,820.00
1,687.00
7,982.00
926.00
100.00
100.00
100.00
Item. No.
5.01
5.02
5.03
5.04
5.1 1
5.14.A
5.15
5.17.A
5.17.8
5.17.C
5.21
5.22
5.27
5.33
5.35
5.37
5.42
No.
86
86
86
Details of Calculation
refer detail calculation
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refer detail calculation
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refer detail calculation
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refer detail calculation
refer detail calculation
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Description
Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304 in
Backfilling behind abutments, wing walls and return walls w~th selected imported granular material of approved quality completr as per drawing and Technical Specifications Clauses 304 and 305
Providing Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical Spec~tications Clauses 305 & 2504 Plain cement concrete (M15) in foundation levelling course
etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700 Reinforced cement concrete (M 25) in super structure
complete'as per drawing and Technical Specifications Sections 1700 &2300
For slab
For abut cap
Total
Brick parapet complete as per draw~ng and Technical Specifications HYSD bar reinforcement complete as per drawing and Technical Specifications Section 1600. Brick masonry in cement morter 1 :3 (1 cement : 3 coarse sand ) in foundetionslsubstructure complete as per drawings and Technical Specifications Section 1300
Plastering (20 mm) on expose surface as per drawing and Technical Specification
Plastering (12 mm) on expose surface as per drawing and Technical Specification
Providing weep holes in abutments, wing walls and return walls etc. complete as per drawing and Technical Specifications Section 2700.
Bituminous wearing course (62 mm thick) comprising 50 mm asphalt concrete in a single layer over bituminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700
Supplying and compacting local sand conforming to IS:383 below foundation as per drawing and direction of Engineer. Providing and fixing Tar Paper bearing complete as per drawing and Technical Specifications Section 2000 Providing Marker post for buried culverts including synthetic enamel painting with necessary details as per IRC: 7-1971 and direction of Engineer. Synthetic enamel painting of Culvert No. as per IRC:7-1971 and as directed by Engineer Applying ordinary paints of approved quality on surface of parapet of culverts as per drawing and Technical Specifications Section 800
Unit
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Mt
cum
S'-lm
sqm
Sqm
Cum
Sqm
No.
No.
No.
Project: 416 Laning of NH-5 from Tuni to Anakapalli
I Document: 99088\RH\Vol. VII\Chap.4 Details of Abstract of Quantities
I
Details of Abstract of Quantity for Hume Pipe Culverts I L-
Sheet: 68 of 80 Date: November. 2000
Revision: RO
Delailed Project Report u ~ 4 7 a \ n o s s ~ u P R Rsan8sOQ\sOQXLS
Roads & Highways
Quantity
3,290.00
3.356.00
185.00
1,143.00
4.104.00
3.563.00
1,334.00
Nil
569.00
100.00
Nil
No.
57
Unit
cum
cum
cum
cum
cum
sqm
m
sqm
cum
NO.
sqm
Item. No.
5.01
5.02
5.04
5.10
5.17.A
5.17.B . 5.16
5.22
5.36
5.37
5.42
Details of Calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
refer detail calculation
Description
Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304 in Backfilling behind abutments1 wing wallslreturn walls1 below pipe with selected imported granular material of approved quality complete as per drawing and Technical Specitications Clauses 304 and 305
Plain cement concrete(M15) in foundation levelling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700
Cement concrete(M15) for Plain concrete I Reinforced concrete for substructure complete as per drawing and Technical Specifications Sections 1700 &, 2200
Br~ck masonry in cement morter 1:3 (1 cement : 3 coarse sand ) in foundetionslsubstructure complete as per drawings and Technical Specifications Section 1300
Plastering (20 mm) on expose surface as per drawing and Technical Specification
Providing, laying and jointing NP-4 (as per IS: 458- 1988) Hume pipes(1.250 m dia) for culverts complete as per drawing and Technical Specitications Section 2900 and IRC: SP: 13.1973.
Bituminous wearing course (62 mm thick) comprising 50 mrn asphalt concrete in a single layer over bituminous mastic course of 12 mm thick with a prime coat complete as per drawing and Technical Specifications Section 2700
Refilling of trenches with approved material as per drawing and as per Technical Specifications Clause 304.
Synthetic enamel painting of Culvert1 Bridges No. and Span Arrangement as per IRC:7-1971 and as directed by Engineer
Applying ordinary paints of approved quality on surface of parapet of culverts as per drawing and Technical Specifications Section 800
I'rl!jccl: 416 Lanisg of NH-5 frotn Tuni to .411akal)~lli I)trtn~t~cnt: !)9088'RH\Vol. VII\Chap.-4 I)ctail* of' .\l,\trart of Qunnlilies
DETAILS O F ABSTRACT O F QUANTITIES
Sheet: 139 of 80 Date: Noventl)er. Z(H)O
Rcvisios: RO
BILL X0.6: ROAD JUNCTIONS
6
6 01
Estimated Quantity
Co~lrtruct~ng kcrh a1 separator platlor~nl raked part ot ~llcdians and islallds colnpletc as per drawlng alidTechnlcal Speclhcarlons Clause 408 and 1700 (d) For Kerb
ih l For foundallon Co~~struct~on of ltned surface draln5 to the requ~red l~nes and erades as per drawlng and Technical Specif~catlons Clause 309, ~nclud~ng cost of relnforcernent
6.01
Height
Provtding service ducts comprising 3 nos.
50mmdia G.1 pipes over concrete base under existing and proposed carrlageways lnclud~ng cutting of trenches through existing roadway and reinstatement of me same as per design and Specifications of new construction (but excluding hltumlnous base and wearlng courses) complete as per drawing and as per Techn~cal Specltications Secrlons 500. 1000 and 1700
Breadth No Unit Item.
Length Description
r : 6 i of I - f r o T i I l~akapal l i 1)orumunt: ')'M)88 RH\Vol. VII\Chap.-l I)rtails of Ilntract of Quantities
DETAILS O F ABSTRACT O F QUANTITIES
Height I BILL NO. 7: DRAINAGE AND PROTECTIVE WORKS
Item. Breadth
(arrhuork In excavarlon tor foundation complete as )er T~cllnlcdl Spe~lflcallon\ Clause 304 111 1 1 teralnrng wall
Description Estimated Quantity
39.7
82.7
25.7
I48
14
24
7
45
48
129
33
210
9.2
19.1
4.3
33
33
10
80
28
17
24
8
5
3
208
41n rype of Soil
0 m helght
5 m height
! 0 m heltht
No Unit
I
94 0.650
159 0.800
30 0.950
Total
Length
cum
cum
cum
'r~ii id~ng backfill hchlnd rerarning wall complete as Ier drawing and Technlsal Specification Clause 304
.O m height
.5 m height
!O m heltht
94 0.150
159 0.150
30 0 150
Total
cum
cum
cum
'rob~drng, lay~ng dnd compactrng filter mater~al ~ehlnd retarnlng wdlk complete as per draw~ng and rechnlcal Spec~ficarlons Clauses 305 & 2504
0 m helght 94 0.600
159 0.600
30 0.600
Total
cum
cum
cum
.5 m height I
'ro\ ~dlng cement concrsre for foundation complete lcr Technical Speclflcarlons Section 1700.
4 1 \ I I0 grdde
0 rn helght
5 m helght
I 0 m heltht
94 0.150
159 0.150
30 0.150
Total
cum
cum
cum
hi M 15 grade I U ni height I 94 0.350
94 0.200
159 0.500
159 0.350
159 0.200
30 0.650
30 0.500
30 0.350
30 0.200
Total
cum
cum
cuni
cum
cum
cum
cum
cum
cum
'ro\liilng reinforced .erne111 concrere for structure oniplete as per drai\lnp atid Technical Spec~ficarions ;e~tt(in I700
Sheet: 71 0180 Datr: Noveml,er. 2000
Revision: RO
(1'1
I 0 m height
I 5 rn he~ght
2 0 m heitht
Unit
cum
Item.
( G )
( t l )
No.
No.
No.
No Description
( r t ) M 15 grade
(h) M 25 grade
Pri~\.ld~ng steel relnforccnienl (HYSD bar) for tou~~darlon. struclure colllplere as per drawing and Ieclin~cal Spec~ficar~ons Sec~lon 1600
Height
cum
Retllllng of rrenches w~th approved n~arerial as per dra\vln~ and as per Technical Specifications Clause 304
Provid~ng weep holes I I I rerainlng walls as per drawing and Technlcal Speclficatlons Secrton 2700
Length Eslimatec Quantity
cum
7 02
7 04 l~urf ina side slows of main road and service road with1
Breadlh
Provldlng and laying stone pltchlng on embankmen slopes complete as per drawlng and Techn~cal cum Spec~flcatlons Sect~on 2500 1
7.03
complete as per Technical Specifications
Prov~ding and laying granular filter material underneath stone pttch~ng on embankment slopes complete as per drawing and Technical Specifications Secr~on 2500.
Aberage heighr =(3.0+11.2)/2 = 7.1 Slopped length = sqrr (7.12+14.22) = 15.87
Isceding in median I
Draln Type D l
Drain Type D2
Drdn Type D3
7.05
(A)
/(h) Ordlnary rock ( I N M requlrlng blasting)
Srorm Water Drainage
Earrhwork In excavarlon complete as per Techn~cal Specifications Clauses 304 In
(a) Ordinary soil
cum
cum
cum
(B)
cum
Prowding. laylng and jointing hume plpes between rwad gullies1 manholrct outfall for storm sewer ct~mple~e as per drawings and Technical Specifications S C C ~ I ~ I I I 2900.
XI'-? 'Typr
Total
PI-o,jerf: 416 L i ~ n i ~ ~ g 01 NH-5 l'rc~tn Tuni lo Artakapalli I>IK.IIIIICIII: O'JIIXB\RH\VOI. VII\Chap.-4 i s . . \ I~ \ I~ - ;BCI el' Q11;1111ities
Sheet: 72 01 811 Ddtc: Nuvcn~ber. 2OOl1
Revision: RiI
Item. 1 Description I Unit
Z P ~ 3 Type
ihl Dia. 200 mm
ccr Dlr. 300 mm
SP-4 Type
cum ( C )
id) Dla 600 mm
( r ) Dia. 900 mni
Pro\,~ding cement concrete ~ncluding form work for ptpe heddlngl encaslng complete as per drawing and Techn~cal Speclficarlons Sectlon 2900
(Dl
(El
(F)
Provtding and constructlng road gulleys complete as per drawing and Technical Specifications Secttons 1300 and 1700
Providing and constructlng manholes complete as per drawtng and Technical Specifications Sections 1300.1700 & Clause1005.
(GI
No.
No.
Providtng and constructing catchpit in medtan drain complete as per drawlng and Technical Specifications Sect~ons 1300.1700 & Clause1005.
( H I
No
Pruvldlng and consrructlng outfall structure including hcad wall and wingwali complete as per drawing and Trchn~cal Specificar~ons Section 1700
( I )
la) Chute drdtn
From knl312+840 to km 313+350
No,
Prov~dtng and laylnp stone pitching on slopes at outfall c,rmplete as per drawing and Technical Specifications Clause 2504
( J )
I From km 313+475 to km 313+850
cum
Provtding and laying granular filter material underneath stone pitching complete as per drawing and Techn~cal Specificar~ons Clause 2504
Prov~ding chute drams w~th cuttoff wall and dumped ruhhle at lors at htgh mmbankment as per Technical Sprctfication or direction of site englneer
From km 318+075 to km 318+235
f:rom krn 32 1 +450 to km 321 +648
From km 321 +679 to km 322+275
cum
From km 331+225 to km 332+675
Froni kln 333+475 10 km 333+875
I.rorn kln 333+935 to kni 345+ 175
From kni 325+675 to k ~ n 326+110
From km 326+ 135 to km 3261425
From km 328+300 to krn 328+575
I I F ~ o m kni 353 t 771 to km 354+060
Lni
Lm
Lm
Length I Breadth I Height
(2*510/20)*3.3*SQRT(5) =
(2*375/20)*3.4*SQRT(5) =
(2*160/20)*4.2*SQRT(5) =
(2*198/20)*36*SQRT(5) =
(2*596/20)*3.7*SQRT(5) =
(2*435/20)*6.7*SQRT(5) =
(2*290/20)*6.4*SQRT(S) =
(2*275/20)*3,7*SQRT(5) =
(2*1450/20)*44*SQRT(5) =
(2*400/20)*3.6*SQRT(5) =
(2*1240/20)*7. I*SQRT(5) =
(2*244/20)*3.9*SQRT(5) =
(2*289/20)*4.O*SQRT(5) =
Total
Project: 416 La~ling of NH-5 from Tuni to Anakapalli I),n.~,lne~~t: 90088\RH\Vsl. VII\Chap.-4 L)etails 01 Ahlrart of Quantities
Sheet: 73 or 80 Date: November. LOOO
Revision: RO
7 0; 1.11ied rectrangular dram type D3 I I
7 06
7.08 RCC slab over lined recrrangular drain type D3 I I (Includ~ng cost of reinforcement)
Breadth Item.
Unit Description
Co~i~rruction of M-I5 PCC In bed foundation below tlie 300 Dla. NP-3 pipe as per drawlng and Technical Specif~cati~~ns Clause 309 and Sect~on 1700.
646
Height
cum
Estimate< Quantity
No
(K) No
Length
Cutoff wall of M 10 and dumped rubble at toe of chute drain as per spec~ficarion and direction of site englneer 2*(6460120)
Pro,jrrt: 4i6 Laning of NH-5 front T I I I I~ 111 Anakapalli I)rrus,rnt: 9lH)88\RH\Vol. VII\Chap.-4 I)etail\ 01' .Allstract 01' Quantities
DETAILS O F ABSTRACT O F QUANTITIES FOR MISCELLANEOUS ITEMS
8 01
Item
I>educi tor nicdlali gap at 9 section [L=177+20+25+86+25+23+195+27+34) x 21
Deduct tor medlan gap In other parts in (L= 2 x 550)
Unit Description
Providtng and layine plain cement concrete kerb as per drauinp and Technical Specifica[lon Clause 408 and Section 1700
cai For herb Total Icngth in road = 2 a 58947
Lrn
8.02
Lm
(ht For toundalion o i kerh Pro~ldlng plain cenimt concrete kerb and channel cenlral verge, footpath, separalors, busbays erc. as pe Technlcal Specifications Clause 408 and Section 1700.
(a) Fnr kerb and channel
Bus la! hays [ L = 8 x 2 x(2 x 60+1 x 182)) Truck lay bays [L=2 x (2 x 22011 x 520)+3 x 2(2x 320+1 .: 620)l
Lm
8.03
(a) Hecronietre stone
lb) Kilometre Stone
(c) 5 t l i Stone
Breadth No
Toll plaza [L=2 x (3 x 2 x 43+3 x 2.5+72)] Servlct. road [L=2 x 9501 Total length of kurb
(b) For foundation of kerb and channel
Providing and fixing RCC guard post complete as per drawin and Technical Specifications section 1700. (Including cost o reinforcement) I
8.0-1
8.05
Length
Provldtn and f~xing RCC boundary posts complete as per drauinp and Technical Specifications Clause 806. (including cost of reinforcemnt)
Providing and fix~ng RCCIPCC hectornetre, kilornetre and 5 rh kilometre stones conlplete as per Technical Specifications Claubc 804 (indluding cost of relnforcement)
8 07 Providing passen_eer shrlrrrs for Bus Bays as per drawing and Technical Specifications Section 1700.
8.06 Coiistruct~~~g iootpathlpated separatorlpassenge platfurmipa\ed par1 of medians and islands complete as pe dran ilig and Technical Specifications Clause 409 and 407
8 09 I~abc111cnt marking with hot applied thernloplast~c material1
8.08
conipletc as per drawlny and Technlcal Speclflcauons Clause 80.7 I
Con\lructinp of temporary divers~on Including Cross Drainage work? ivhere necessary and maintenance thereof including rrathc control and satety complete as per Technical Specif~car~ons Clause 112.
(a) lane!Cenrre ItneIEdpe niark~ng/Transverse inarking and any other marking I
I~onllnuous edge lndrklng I l ~e i i t r c Iinc marking 1 Rural area [ L = 47176131 I
Lm
No.
sq m
sqm
Total
Total
Slteet: 74 of 80 Uatc: November, 2lMH)
Revision: RO
Project: 41f1 Lani~ig of NH-5 from Turli to Anakapalli D,rulne~it: ')0088\RH\Vol. V1IIChap.-.I Iletails 111 l list^-act of Quantities
Sheet: 75 of 80 Dale: Navemher, 2(KlO
Rcvisiwt: RO
I I Lane ~narklng for extra lan~ng at Intersection
(6Xi 1060+645+95+555+600+1101+ 1077+732)/3 m
/ Iteni
/ ILalie ~ i ia rk~ng ar ~ o l l plaza = IL = 885131 I sqm
Scr\ ICT road marking
PJII~I I I~ at pedestr~an corssln = [L = 8.5*8117]
Description
Add 10% cxtra for less spary on curve
Pal~i t~np for atop marking
Bys lay bays
I~itersection
Clevron marking
Toll plaza
Unit
Truck lay bays
Bus lay bays
lnrersection
w"
sqm
I I(h) Dlrecrional arows. Lettering etc. 1 No
I I Pavement marking Ikerh paint~ng with ordinary paints Grade I (IS. 164) complete as per Technical Specifications Clause 803
(a) IaneiCentre IineIEdge markinglTransverse (KERB) marking and any otlier markinglkerb painting I
(a) lntormarory slgns. slzc
(I) Facillty informatton 800 mm x 600 mm
8.1 1
(111) Advance d~rect~on/ Destinaironl Reassurance1 Place Identlficat~on sign
(a) 1800 rnm x 1200 mm
(b) 1500 mrn x 900 nmm
( I \ ) Route nlarker \lens (450 mm x 600 mm)
Supplying and fixing sign boards complete as per Technical Speclf~carions Clause 801 and as directed by Engineer. ~nclud~nc the cost o f posts.fitting & fixing. Sheeting wil l be re1111 reflectwe type of high lnrensively grade and rncssagcs/borders will hc screcn printed
I 1 -
I I Other Intorrnart~ry slgnsl def in~l~on plate (2100 mm \ 1500 nlm)
I I(h) Cautionary signs, size triangular 900 nim side I No
( L ) Malidarory slgns. sILr
(11) Octacon VXI ~mm Ihe~ght
(111) Rectangular 600x600 mrn side
12 Supp1\'111$ and f ~ x ~ n g tnerhrad signs complete as per
31id r r ~ l l ~ l i c a l S l ) e c ~ t ~ ~ i l ~ i o ~ i \ Scctlon 800 ~ncludlng cost 0
1 ~iie\\ages~hordrrs w ~ l l he ween-pe~nred. Slllipl! \upparted overlicad \ ~ g n structure.
Area = 39.75
Area = 19.87
Area = 160
Area = 44.4
Area = 44.4
Total
Length
No
Breadth Height Estimated Quantity
I'r,!it~t: Jib Lsl~ing o l NH-5 front Tuni to Altakapplli I ) o c t t a ~ u ~ ~ t : 'YAl88\RH\VoI. VII\Cbap.-4 t i I ' .IB\I~-;BcI of Qual~titieb
Sheet: 76 01 80 Dntc: November. 2000
Rcvisios: RO
8 24 SuppI! of colour vtde~i cassette records during construction as per l~eclin~cal Spec~ficat~ons Clause 126
Unit
No
No
No
L m
L m
L m
L m
L m
L m
L m
sqm
month
'qm
sqm
month
system
month
Item
S I:
X I4
B 15
8.16
17(B
8 18
8 19
8 20
, 8.21
8 22
Description
Prci\ id111~ & flslng road delineators complete as per drawing and Techn~cal Specifications Clause 805 as d~rected by Etistnecr
ir) Roadway Ind~cator~
(h) H ~ r a r d Markers
t c j Ohjcct Markers Pro, $ding and f~xing Metal b ran crash barrier complete as per dran I I I~ mdTechn~cal Specificatlolls Clause 810.
(a) \Ielal Beam Crash harrier
318.075 318.235
325.675 - 326.1 10
326.135 - 326.425
343.935 - 345.175
353.340 - 353.584
353.771 - 354.060
Pro, ldlng site office for the Englneer including furnishing the Same complete as per drawlng and Technical Specifications Clauses 120 & 127
Ma~nra~nlng slre office for the Engineer and other supervisory staff complete as per drawing and Technical Specifications Clause 120.
17(.4Pro\lding site bachelor residential accommodation(guest houir) and servant quarter for Engineer and other supervisory staff complete as per drawing and Technical Specifications Clauses 122 & 127.
Provld~ng stte married restdential accommodation for Engineer and other supervisory staff complete as per drawing and Technlcal Specifications Clauses 122 & 127.
Ma~ntainlng sits residential accommodation for Engineer and other supervisory staff complete as per Technical Spcc~flcat~ons Clausel22
Pr'n 1d111s and installlne w~reless/mobile system complete as per Tcclil~ical Sprcificatlons Clause 123.
L la~nta~n~ng wireless/mobile system as per Technical Spci~hcations Clause 123
Pro\ ~dlng & Maintalnllig vehicles for the Engineer including dr~bcr. POL etc. as per Technlcal Specifications Clause 124
( d l Paarc~ige~ cars
( h ) Hard Top Jeep
SuppI! of c~ilour record photographs negatlve and two colour prlnl\ tlierefronr mounted In album as pcr Technical
S 25
Veh.day
Veh-day
No.
P r o \ ~ d ~ n g project ~mplrmentation unlt tncludlng laboratory Sqm huild~lig as per draw~ng and technical spcciflcatton 122 & 127
8 26
S 2 7
Total
Length
Speat~catlon\ Clause 125
\I.IIIII~I~~I~C~ of prtqect implementation unit Including Month labor,irory hu~ ld i~ ig as per drawlnp and technical specification
111
r:rc,~lnn and ~nstallauo~i of reinfi~rced earth \tructure Sqm ~,)I~\I\IIII$ 01' prrcast iac~a and so11 reinforcement as per dr.ti\ III? and 'I'echn~ial Spec~tlcatl~)n Clause 703
Estimated Quantity
874
18
36
320
870
580
2480
488
578
5316
165
30
359
630
30
I
30
Breadth Height
I'rqject: 416 Lanine of NH-5 fro111 Tuni lo .Anskapalli Doca~~ient: I)'H)RS RH\Vol. Vll\Chnp.-4 I)utails of : \ l~\ i rar~ of Quantities
Sheet: 77 of 80 Darc: Novenlber, 2000
Revisio~i: RO
Item
8 28
8.29
8.30
Betucrn median of maln road at Typical cross sectlon TCS!03 02
Betreen rnedlan near ser\,ice road from km 341.300 to 312 250
Fenc~iig in typical cross secr~on TCS 03/01 In median and at junction
Description
Eartliuorl, includlng sxcavatlon. hack filling. grading and cornpacrion of selected hack fi l l soil behind reinforce carth strucrurc a\ per Technical Speciflcauon Clauses 703 & 305.
KCC Crash barrier monolithic uith frictlon slab M-30 as per approucd Drawing and Technl'al Specifications Clause 809 & ~ncludlnp cost of nccessar) material, formwork and relllt~lrce111~111
Prr,\ir~cin of fens~ngiguard rail on rned~an. footpath conlplete a\ per draa~ng and Tcchnlcal Specification
L m
L m
L m
8 31
8.32
8.33
(A)
Unit
Cunl
Lm
(B)
Pro~ls lon of electrical post including errection at toll plaza as per draaine and Technical Spcif icat~on
Supplylne and laying of 11 nos. approved permanently lubricated HDPE Telecom Ducts of 40133 nun sue including tixlng of accessories like couplers, end plugs, simple plugs, manholes. ducts etc. complete for future cable installation as per drau~ng and Additional Technical Specification Clause A - 8
Toll Plaza and way side Anlenlties
Pro\idlng Toll Booth bulldlngs complete as per drawing and Technical Speclfications Clause 127 and drawing including arraneenient o f electric supply. all electrical items like fans, Iishts. socket receptacles. and complete wiring with requisite eanhlng. providing fire alarm and gighting system like smoke detector. electric hooter rnultizone control & repeater panel u i rh battery backup, cabllng and C02 hand extinguisher.
(0
No
m
sqm
Pro\.ld~ng Toll Plaza adnilnlstratlve building complete as per draulnp and Techn~cal Speclfications Clause 127 including arrdllselncnr for electr~c suppl). all electrical items like fans. l ~ $ i t \ . wcket, receptacles. circuit wiring and requisite earthinp. provldlng fire alarm and gihting system like amoke detector. electrlc hooter mult~zone contrl and repeater panel wltlh hatrery back up. cabling and C02 hand extinguisher. p rov id~ i~g wate supply including all pipes, fittings, tanks. tunc\vclls. pumps, valves erc. complete, septic tank. sewer lines. drrlna. conipound uzall. fencing etc.
(13)
2
I
I
Tota
sqm
Pro~lding Electrical rooni complete as per drawlng and Technical Specifications Clause 127 includ~ng arrangement for eleitrlc >upply. all elrcirlcal ircnis like lights. exhaust fans. suiLc~, recepracles and complete wiring, with necessary earth statloilr including supply and illstallation o f new Generator iapahlc tomeel the requlremeiii tif Toll Plaza complex and Ilaie 20'; $pare capaclty
(10
sqm
Pro\idliip and insrallinp poner genrator 10 KV and power hdlihup 10 KV UPS at Toll Plaza complete as per drawlng and Teclin~cal Speclficatloiis \hn\\n on drawing including all elcctr~ciil 1tenis
No.
P r~ i i d l l i g aid 111stallin: TLIII Plaza equipment includlng eleilr ic~ll! operaled harrltr $ate\ complete as per drawing and l ' c i l ~ i l i ~ ~ l Speci11cati011\ \hoali on drawing with conirol \\.IIICIC tt)r 3 00 111 wide 10l1 lane
No.
P~-ojcr.t: 416 L ~ e i n g of NH-5 from Tuni lo Ansknpalli D < r u t t ~ r ~ ~ l : ')')088\RH\Vol. VII\Chsp.-4 Delailh 01 I ~ s t r a c t 01 Qaantitic?,
Shcct: 78 ol' 80 Date: November, 2(MJ
Rerkioo: RO
DETAILS OF ABSTRACT OF QUANTITIES BILL NO. 9: MAINTENANCE, REPAIR AND RE
9.01
9 02
9 0 3
9 04
9.05
9.06
9.07
9.08
Unit Item.
9 09
9 10
9 l l
sum of item 9.02 and 9.03 (a) & (b)
TATION
Description
Carr!In: our routine maintenance of Highway as per Technical Speclilcauons Clause 3002 and as per direct~ons of the Engineer. (excluding biturnlnous work)
Carr!lng out treatment and repairs to pot holes and any ncccrwr! patching to ex~sr~ng bituminous carriageway \urtAirlle as per Techlilcal Specifications Clause 3004 and as pcr rlic dlrcctions of me Englneer (2% of existing road)
Pro\~dlng renewal coat wlth rnlx seal surfacing including ilcan~ng of existing b~tuminous surface as per Technical Spec~ticat~ons Clause 512 & Section 3000 to the areas of the e \ ~ s u ~ i g carriageway as per the drrections of Engineer.
(a) 20 mm compacted thickness (9.5% of existing road) (b) 40 mm compacted thickness (13.2% of existing road) Provid~ng tack coats complete as per Technical Specifications Claux 503 to the areas of the exrsting carrlageway as per the drrecrloric of Englneer.
Repa~r~ng of existlng R C deck slab/ girder by chipping or peel~n: off loose concrete. cleaning reinforcement, treating the c.xposed surface with epoxy paint and filling the affected area ulrh non-shrink concrete mix not lesser man 1:1.5:3 by using 12mn1 down coarse aggregate including th coat of epoxy paint, non-shr~nk admixture, formwork, centring, curing etc.. including cost of all labours, materials equipment and staging I I co~nplete as per Technical Specifications Section 2800. I ~ncludlnp cost of reinforcement)
Tak~np out the exlsting drainage spout of Bridges and proi~d~rig. fixlng nev drainage spouts and down pipe including cost of all labour, material equipmen1 staging all complete as per MOST standard drawing and Technical Specifications Clause 2705
Peeling off of damaged plastered area from existing structure, raktng out joints and roughening of old surface to receive new plaster. using polymer modified mortar of 15mm thickness as per manufdcturers Specifications including cost of all marer~al\. labours, equrpment's. staging. all complete as per Techn~cal Specification Clause 1312.
Reinforced cement concrete grade M-25 for extension of deck clah on ?pans lncludtng necessary ch~pping of exlsling concrete ~~ i c lud~ng 'supply and fixing re~nforcement complete as per iiiau~t~ip and Technical Spec~ficatron Sections . 2300 and 2800.
Estimated Quantity
Length
Km- month
Sqm
ScF" sqm
sqm
sqm
No.
sqm
cum
Repa~r'oi stone masonry work by pointing w~th cement mortar t l :3 ) a\ per Technrcal Specifications Sectlon 1400 and ii~recrlon of Engineer.
Prowldl113 reinforced cement concrete ra~lings including dr\mantlrng of da~iiaged ra~lin_e, completr as per drawing and Tech~i~cal S$ecification Sect~ons 7700 and 2800 (including ;,I\I re~nforcement)
Pran~d~ng asphalt~c plug (300 nim n 75 mni) on top of joints hcri~ccn old & new concrete as dlrccted hy Eng~neer
sqm
Lm
Lm
Breadth Height
I't.ctjert: 4 6 Lanirip of NH-5 frozn Tuai to Anakapnlli Ikruntrt~t: 99088iRH\Vol. VIl\Chap.--1 I)etnils of Allstrart of Quantities
Sheet: 79 of 80 Dntc: Nove~al,er. 2000
Rrvi5ion: HO
Length Item.
O. I2
9 I3
9. I ?
Unit
sqm
Lm Lrn cum
Description
Removal o i existing cenicnr concrete wearlng coat manually or \kith me help of Jack Hammers ~ncluding dispo\al complete as per Tcchn~cal Specification Clause 2809 without causing any derrinienlal effect or any part of rhe Bridge Structures.
Clean~lig o i expansion _raps and providing tiller type expansion J O I ~ ~nclud~ng supply of all n~arcr~als. labours complete as per 'Technical Speciticat~on Section 2600.
(a1 20 mm rhick (hl 12 nim rh~ck Planc Cement Concrete M-20 for extenslon of masonry1 PCC Ahutmenr Pier. foundation ~nclud~ng cleaning of dismantled tace of r ~ s t i n g structure and applying a coat of cement slurry casrlne iresh concrete against the old concrete face including all cost of allmaterials, formuork. centring staging curing all complete as per Techn~cal Specif~cations Secrions 2100 & 2200.
343
65
38
Breadth No Height Estimatecl Quantit!
I Prqjcct: 416 L.uting 01 NH-5 from Tuni to Anakspalli L)ocu~ne~~l: 99088\RH\Vol. VII\CCap.-4 Drtail\ of ~\l,strart of Qual~titius
DETAILS O F ABSTRACT O F QUANTITIES BILL NO 10: PROVISIONAL ITEMS
I 10.03
I 10.04
10.05
10.06
Item. I
( a ) Girrh above 300mm to 600min (h) Gum ahove 6OOmm ro 9OOmm (c) G~rth above 900min to 1800mm (d) Girth above 1800mm Prov~ding and l~lsralling Telephone connection with STD fac~l~r)
10.07
10.07
10.07
10.07
Unit %
Description Breaclth
No. No. No. No.
No.
Borlng for soil Invrstlgatlon Including conducttng necessary tests and preparation of repon, as per directton of the Engineer and Technical Specifications Section 2400.
Co ordtnation of Shifring of OFC Util~ties as per Technical Sprc~ftcations and as per direction of die Engineer. Co ordinarton of Shifting of Electric poles Utilities as per Tschn~cal Specificattons and as per direction of die Engineer.
10.08
Height
Lm
m
No
Co ordtnation of Shifttng of Telephone poles Utilities as per Techntcal Spectficat~ons and as per direction of die Engineer.
Co ord~nation of Shifting of Transformer as per Technical Spectficarions and as per direction of die Engineer.
Co ordination of Shifting of concrete-well as per Technical Spec~Rcations and as per direction of die Engineer.
Co ord~nation of Shifting of Irrigation-well Utilities as per Teclintcal Specificattons and as per direction of die Engineer.
Consrruct~on of building (plinth area 9 sq m.) and oi jre~gh br~dge includ~ng arrangement for electric clscrrical items Ilks lights. exhaust fans, sockets, and complete wiring with necessary earth~ng erc. complete a dtrscred by Engineer.
10.09
10 I0
As per Computat~on sheet
As per Computat~on sheet
No
10 01
No
No
No
No
10 1 1 Co~isrrucr~on of way stde amenit~es like toilet including septic i I tank and other facilities build~ng complete as per drawing and Tecl~nical Specif~cation clause 127.
As per Computatton sheet
As per Computatton ?heel
As per Computat~on sheer
As per Computat~on sheet
Length
Cutting of trees ~ncluding cuttlng of trunks. branches and removal ot stump5 ~ncluding stack~ng of serv~ceable n~aterial a t t h ~ n a lcad ot 1000 metre5 and earthfilling In the depresstonip~t and per Technical Specifications Clause 201.
Trafftc Aid Post and Police Post building with complete flxtures ~ncluding electr~c/sewer/water supply Construction of bus lavbyes shelter and other facilities c~~inplstr as per draw~ng and Technical Specification clause .
sqm
sqm
sqm
Calculation Sheets
EARTHWORK IN EMBANKMENT FROM SOFTDESK
CALCULATION FOR SUBGRADE QUANTITY
Note: Area is calculated from template made for Softdesk processing
CALCULATION OF PAVEMENT MATERIAL FOR MAIN ROAD
CALCULATION OF PAVEMENT MATERIAL FOR MAIN ROAD
Total 26456 87487 83884 262489 321943 1386189 124576 60456
Calculatio~~ Sheet for PCC
Total PCC 1 47764 1
WIDENING AND IWSING UETAlLS OF SLAB CULVERTS
1 2 1 5 6 7 s 1 0 , I I 1 2 ' 13 14 , I S 16 1 1 7 18 1 1 0 1 20 21 22 1 n j u 25 1 x n n 3 0 ' ?I 31
T O M LI"LIh
New DETAILS Or SPAN ARQANOEMEB WlnernlllRsurn W d I Olmenslanr [m] ChlnaLe Sab TOP COS (BllCtj
Type ol s N o . C.0 No. Remaris
i rmj w m w w 1.. d 1.1
I 1 I I I I I
1 - . . ..
1 1 8 1 ? ll#li-li* SLC I 4 W 2 1 4 2 7 2 11.210
.-
7 - 8
~~~~ , - .
9 -.
. ~ ~ . ~ - . ~
- . -. . -. -
13 '
+---. ~
I i , L .
1I"l i l ~ - - - - - ~-
, - - ~ . . -~ . - - - .
I Ltrel at H e t ~ h t
T o m LrngUl
New WI$O~ Wldsnlng r r r m s ~ ~ OETAILI or SFAN ARMNCEYEKI ~bmment oel.rllr [rn) w t n g w ~ l ~ ~ s u n wall ~lmenr~onsjrn)
Cl>;u,,nCI Sfd Top to CL
Prvnpeur
Type or (8nol)
9 N o G O N o CO 1 I - - . - 1 1
Remarts .tucur.I
E l l r lng Proposed iFSI*, Oapn of Tht d AYSqlLi
lkml rRLiml rRLiml lm1 lml iml lml Wr(m1 Wb(m1 1 Hlml 1 No ' ' k2 1 E%ii 1 mm,] m d 'Wldoned I m 2 d 1 A! 1 A2 1 A3 A4 WIIRI WaP2 , WU W4! R C ~ [ml
Lsnrh Sab , I I I h g Sab dsbarta)
WlDENlNCAND RAlSlNG DFPRII.SOF SLABCULVWTS
I Z J 1 'I i3 7 9 ' 1 0 1 1 , 12 13 11 , IS 16 , 17 I 18 1 IS 1 20 21 , zz , n a m , m n [ ? s : l o 21 12
T ~ L U tanen EIlcPne 1 HalLhl wid01 0 1 Wldsnlng 1 from PRL DETAILS OP SPAN ARPJNGEYEKI W l n p d l I R a P l n W d l Dlmannms(ml
New
?"" ,""I PBrBPtUI
Enrthwork i n En~.nvntion in loundatiun. (rum) PCC I ' W Mud Mnt (cum) PCC (M15) i n loundntion lower layer(cum)
52.5 0.o 2.6
211 IX.11 (5211 11.11 5 5 .. .. . . . ~ . ----
I 52.5 11.11 2.X
I . .. .... 9 \ . . !,, , t ,I ,I I,. I 2 ,,I, I,,
197.9 0.11 2.0 1.7 95.3 2970 9.1 i 5 6 9 - - .. . . - --.- ~~
172.4 0.0 1.4 2.1 9.9 IU5.X 1 .7 JX.2 - -
54.7 0.11 1.8 117 10.8 6X I l 2 4 1 6.7 . . -. ~ . .. . -
122.3 0.0 12.1 0.7 9.3 144.4 X I H H Y
220.3 0.0 11.4 I I 0. 0 2 3 2 9 14') IZX .<
7 H 0.0 5.7 I17 '1 X 94.7 < I1 4 I -- - ~ -~ . .. . -~ ~ --
79.2 0.0 5.8 1.3 11.6 97.9 5.1 34.6
64.8 0.0 6.3 0.8 0.0 72.0 4.5 26.2
56.6 0.0 2.0 11.6 10.9 7O.Il 2.6 U.0 -.
137.0 0.0 4.2 1.2 0.0
I??.? 55.2 I10 2.2 0.0 212.9 p-
l o l l . ! 0,l l b l l I ? 'I I 2117 6 111.1 1 ~- - -. . . . - . - -
611.7 (I. 11 2.1 lno 10.11 7.1.5 JII 111.2 - .
72.1 n o 4 n IIN (1.0 - .-
124.7 0.0 3.3 1.1 10.7 139.7 7 2 . .. -.
126.8 0.0 3.6 1.1 60.9 7.5 36.3
3 ~ 5 . 2 41 x II II 11 n 11 4 3 x 5 .
OII 281.7 262.2 9 3 11.11 I .? ~.
121.3 0.0 2.9 I .? 0.0 125.4 6.7 .----- ... .. ~ - -
2111 6 11 0 1115 Ill 111112 .1 2 2. .1 I 4 2 ~- . .
126.3 11 0 3 i 1 1 , 13.11 - +
15,1, 1 , ( I 0 7 1 I 1 : ' I < ,
P i l t ~ r Brickwork in CM ( I 3) In l o u n d ~ t i o n (cum) Medium
(rum)
Grnnulw
R ~ r k f l i l (rum)
Stone FllIer media Llmm Plssterin~ in CM (I:>) on unexposed
ZOmm Plaslerin~ in CM (1'3) on exposed surfacegsqm) RCC (MZS)(cum) Relnforcem8nl HYSD(Yg) surfaces(sqm) lpproach bearlnc
I I slab pry.
I
l I ~ ~ 4 ~ I l 6.4 33,) l l 1 . 1 7 74.4 Ill 19.8 W.2 24.. I I 2 7 % 1328 0 6611 IYXX 145.1 4 11.7 0.0 11.11 12.5 - . .. .... - - - - ~ - .- - . .. -. - -~
I i ' / I I 1 1 I 111.2 2 . l 7 11.11 21.1s 1'>..1 ?..I 5.5 1.6 I . JX'I ,343 ,151 IIIXJ 611.5 4 ~ ~. .
14.9 111.2 I 65Y I l l 1 18.6 X4 5 7.2 2.X 1.11 11.6 .I m 3-17 35.l 1077 1~11.11 15 I 4 0 0 1111 II<SX -- 1 :I I . 4 . 1 Z N Z Illll ~ I 2 2 2 I l l Ill 122.2 I . I l l . I 4 . 6114 11 6611 1264 52.5 n 1.3 0 0 II.II 12.5
~~~
-- .. .. -- ~ ~- ~ ~. .~
2 4 1 11.11 N.1 III.II 52.1 45.11 0.11 19.6 14.7 6.7 1.9 1.5 Ill 3% 347 335 1040 6n.n 6 11.9 11.5 0.0 0.II 19.35 .- - -
34.4 l . 1 X I 1 . 1 61.6 I 45.5 0.0 13.2 - 68.7 - 17.7 16.1 l.5 - 35.3 94N 904 338 1189 130.0 6 0.9 11.5 26.9 13.4 6.4 , ._ .
1 H 1 . 6 11.0 w.0 1 . 4 62.0 10.n I 11.11 40.n N.Y 11.0 I . 10.4 479 I1 314 793 77.5 6 0.9 11.5 11.11 5.95 - - .
I . l1.11 1.3 9.6 2 . 3 2'1.4 0.0 11.7 51.1 5.2 1.1 1.6 0 . 2H0 243 354 H77 47.5 .3 0.5 0.0 0.0 6.7 -- ~~ ~ .
5C.X I111 6.2 10.2 H2.1 79.3 0.0 0.0 79.3 11.3 0.0 3.0 14.3 601 0 660 1164 52.5 7 0.n 0.1 0.0 0.0 11.5
6H.5 29.2 0.0 35.4 133.1 X6.5 38.6 0.0 124.1 15.6 0.0 1.5 17.1 HSN 0 335 1193 102.5 24 1.8 1I.O 11.11 0.35
I ? I1 61d1 1264 75 H 16 I 0 11.11 I 2 5 ~
11.6 11.3 11.0 6.95 --
I I 5.4 3.4 1.7 10.5 291 231 367 NY0 47.5 2 - -- ~--P-P ~.. . . .. . -. .... . .~ .-
H.H I1.II 1.5 l l l .3 4711 I1 335 HI16 72.6 4 0 0 11.4 0 0 ~-. ~-
I C I 11.11 3.0 12.0 48.1 0 660 1113 66.2 2 I 1 7 0.11 12.5 11.3 : 11.11
! -
1 111 9 II.II I 12.8 513 I1 660 I IH3 70.3 4 11.7 11.4 I Ill1 11.ll 11.: ~ . ~
11 660 I465 65.1 6L 1.2 11.11 12.5 ~ - - ~ - -- - - - ~
IH 1152 11.5 11 6611 1261 5 2 5 36 1.6 0.0 11.11 12.5 ..- -- -- - -- -. - . .. . .. -. .-
I1 bbll 1261 52.5 I I1 7 0 I I1 I1 12 5
I -:I . . .-. .. -. . . . -
I1 6611 1063 59.11 24 I 3 ~~. - -
9.4 11.11 3.11 11.4 503 I1 660 l I63 68.5 3 0.7 11.4 12.5
I1 660 1546 103.5 19 I I 0.6 i 12.5
I
74.0 / I I I I H Z X B IIIW n5.z 11.n 0.0 -.
19.5 x.z.2 0.0 3.0 22.5 1017 -
o 660 1707 IIH.5 10 o o II 4 o o
I i
11.11 12.5
1 Enrlhenrk in Exrnvntion in foundntion. (cum) PCC 1.M Mud Mat (cum) PCC (M15) in foundation lower layer (cum) Brickwork in CM (1:3) in tnundation (cum)
SL No.
RCC (M25)(mm) Uhnm Plarter ln~ In CM (13) on crpo~cd aurbccs(sqm)
-
Rdnlorcsmenl HYSD(Uc) Pl's(sr'nc In CM'1:3)on 0narpos8d wrlawl(xqm)
W e t r l r Stane Rltcr media P ~ I 5 ) b o I Tar
Course
~rntocdan pilchlnz b (0.
SI.No.
45
46
47
48
1 9
50
PCC 1 3 6 Mud Mat (cum) PCC (MIS) in foundation lower layer(cum)
58
59
60
6 I
62
63
61
65
66
Earthwork in Excavation In foundation. (cum)
Abut
18.9
17.0
1n.9
22.8
14.5
17.0
Abut
7 .
64.0
71.4
87.2
53.9
64.0
Brickwork In CM (1:3) In foundation (cum)
261.2
2HX.0
145.2
304.11
13 1.6
2XX.O
292.0
161I.H
Filter Medium
(rum)
Total
21.6
20.4
21.8
29.3
8.8
15.7
wlng
n.9
8.1
8.9
13.9
0.0
0.0
Abut
325.6
296.0
325.6
3118.8
211.6
296.0
wlng
2.4
2.2
2.4
3.8
0.0
0.0
Bnekflll (cum)
Tots
332.5
283.7
336.3
615.3
51.2
175.4
return
0.0
0.0
0 0
0.0
19.9
34.4
wing
43.9
40.6
44.0
67.2
0.0
0.0
Abut
308.9
264.3
310.9
449.9
140.2
230.5
0.0
11.U
11.0
34. 1 ---- 0 0
0.0
0.11 -.
69.7
Total
369.5
336.6
369.6
456.0
275.5
330.4
return
0.0
0.0
0.0
0.0
3.3
6.4
return
0.0
0.0
0.0
0.0
J.5
12.6
return
0.0
0.0
0.0
0.0
0.9
I .
wing
27.0
24.1 I
27.0
51.5
0.0
0.0
l 45.2 ! I 1 I! __ _ __ . .
Total
80.3
72.1
80.3
101.1
5 7 2
70.4
Total
21.3
19.2
21.3
26.6
15.4
18.7
23.2
25.5
50.3
0.0 ~.
43.1
24.3
33.0 -. -
0.0
parspet
1.9
3.3
2
2.3
1.2
1.2
26.9 1
284.4
313.5
195.5
33X.l
174.7
312.3
325.0
dlsmntl
0.0
120.0
154.2
217.7
0.0
0.0
Total
337.9
411.6
4 9 ~ 5
721.4
146.0
244.3
14.8
16.5
8.3
7
7.5
5
16.8 -
172.1 .._ ---.
0.0 ~~..
8.3 . -
0.0
0.0
0.0
1.9 .
0.0
0.0
0.0 .
230.1 3.8
1.3
9.3 -
1.1
1.2
2.4
0.11
2.U
1.2
1.7
0.11
9.6
15.9
17.7
10.7
9 --
9.5
17.7
18.4 -.
13.1
31.2
5 3
62.0
31.2
66.0
27.9
62.0
63.0
35.0
0.0
0.0
0.0
0.0
6.M
0.0
0.0
0.0
14.0
4.X -
4.0
4.5
8.8
0.0
7.3
4.2
6.1
0.0
36.0 -
59.3
66.5
40.1
72.8
35.1
66.2
69.1
48.9
I0I.X
157.9
196.1
98.7
254.3
77.1
190.9
222.5
136.2
0.0 ~
0.0
0.0
0.0
I .
0.0
0.0
0.0
I
X.11 , .-
6.4
7.0
13.5
ll.0
I
6.0
11.8 -- 0.0
0.7
1.3
2.4
I
1.X
1.1
1.0
1.6
0.9
13 2
0.0
96.5
. 14.2
lL6.I
10.5
9.4
11.7
14. I
123 7
165.7
302.0
127.9
40ll.7
99.6
207.3
Ld7.6
189.3
6.5 60.7
10.6
12.7
5 9
17.9
J. 6
12.0
1 . 2
71.4
114.9
51.0
226.1
JU.2
102.5
163.6 -- Y.5 I21.S
Weepholas
(I.
s .
46
SL 88.
45
46 123.9 13.8 0.0 52.9 190.5 159.7 17.6 0.0 177.3 65.3 0.0 3.0 68.3 3770 0 660 4430 232.6 1.8 0.9 52.5 26.3 12.5
We'ri* COPM
(M.Zl
Total
90.0
PCIpl5)kl - 1 m N C h
rt.b
(1-3)
0.0
Reinlo?ccrnenl HYSo(Irc)
64
65
66
Sune pitchlnt far
car* pmteetiDn
(rn.3)
1.U
h r
~ r c r W t k
W.
(I3
12.5
slab(w)
I208
mmn PlrslsrlnL InCM (1:3) on exposed sorRccr(rprn) lZrnrn PlaslcrinL In CM(1'3)on msnos'
mrlaoes(sqrn) RCC (M25j (eon)
77.7
59.6
42.3
Nter medh .nderneaIb
none pitchhc
(111.5)
0.9
Total
177.9
slab(W)
28.1
slab(r)
0
Ahul
167.4
t:nz *,
(rn.3)
0.0
dlrmntl
0.0
d w
18.9
Abut
132.0
0.11
22.8
0.0
ToIal
186.3 0.0
abnlcdp
660
d w
14.3
rcmrn
ll.il
Total
1868
parapet
31.6
14.5
11.11
11.3
s l a b ( r ) ~ b ~ t c d ~
3.0
Total
31.1
26.3
13.11
1U.h
13W.C
95.5
64.4
2 3
75.6 --
54.4
- 0.11
27.4
0.0
23.5
28.1
2 6
147.4
131.1
80.8
17.3
10.6
7.6
11.0
9.7
7.4
3.0
1.6
1.5
20.3
21.8
16.5
916
567
406
0
519
399
660
345
333
1586
1431
1138
1 7 9
82.5
65.0
2/
19
10
1.3
1.5
1.2
0.7
0.8
0.6
0.0
0.0
0 0
0.0
0.0
0.0
12.5
6.52.2
6.3
SIJo.
67
68
(cum)
Total
9.4
12.0
Granular Backflll(c~rn)
Told
60.1
102.4
Eanhwork in Excavation in foundation. (cum)
Abut
2WX.O
2XW.O
Brickwork in CM (13) in foundation (cum)
wing
0.0
0.0
PCC 1:3:6 Mud Mat (cum)
Abut
162.3
190.9
Abut
16.5
6 . 5
PCC (Ml5) in foundallon lower layer(cum)
return
19.5
24.2
Total
307.5
312.2
wing
0.0
0.0
Abul
62.0
62.0
wing
0.0
0.0
return
3.2
4.2
wlng
0.0
0.0
panpel
3.3
1.2
return
2.7
5.9
return
0.9
1.2
Total
65.2
66.2
Total
17.4
17.7
dismnu
0.0
0.0
Total
168.2
198.0
SLAB <'III,VRHT OllANTlTlES
SI. NO.
67
68
Rsinforcsmsnt HYSD(rr) wcadnr c o u m lrzl
T o u l
160.0
55.0
12mm P1astcrlnc CM(1:310n nnsrpoos6 sorfawq'sqm)
s l a w
3770
644
zomm Plar.rlnr In CM (1:3)on exposed r u r f a c a ~ s q m ) RCC (M25) (cum) Wsaphole q ~ .
so$.
5
16
Total
104.4
104.X
Abut
83.3
102.1
Abut
46.0
71.5
T o u l
4430
1304
wtng
0.0
0 0
d i m n d
0.0
0.0
d a r n
65.3
12.0
s l a q r )
0
0
S u n e p irchly fa
cad pmt8Fflon
(mA3)
0.n
1.0
s h b ( r ) a b u t a p
3.0
3.0
Total
N3.3
102.1
0.0
0.0
a b o t a p
660
660
wtng
0.0
0.0
Total
68.3
15.0
N f s r m e d h underneath
s a n s virching
(n3)
0.4
0.5
remrn
5.5
9.3
p a n p e t
52.9
21.0
RCqq b'Ra'b
(n'l)
52.5
0.0
PEqY1S))ol @I.
~ P P R ~ C I 4.b
(1-1)
26.3
0.0
Tu ppt ~WIW
W.
b2)
12.5
1 2 5
WlDBNlNLI AND RAISIN0 DETAILS OP BlAlE PlPe CllLVERTS
WIDENING AND RlllSlNG DETNLS OF HUHE WE OULVBRTS
Bume Pips Culverts QuanUUss
Aume Pipe Culverts Ouantltles 1 E x c 8 v a 6 B a d F l ~ l l n ~ : M ,' PCC(Ml5) 1 Bllek Work (m l )
-
zomm lhk Pllstcr lny on Exposed Surfaces (mZ) 1 1 RCC M Z ~ s l e e l [ H Y s D ~ ~ m W S
SL no r - - 7 - 7 - 1 T -- I--- --
1 I ,q I I d ) / q I dl r n U Y 1 , P Ly I parapet(-) / p*lapet(B,l rul lmanap n o ~ I parspet(si l P m p c t l l Tom! I ( d l I iq 1 4 1 .I 1 27 ! 7(,.'1b ~113.48
.
5 I 5 1 7 0
2 .18.116
ill
-- - ... . . -~ . ~. ~ ---- ~~- ~ - . - . ~ ~ ..
31 4.127 7.21 %\ l l l k ~ ~ l ~ l ~ . - - .. . .. .. .
~. - 23.35 h1I : \ E \ \ ( - O \ S V
84 j SE\ \ C O \ S T .
36
n ~ ~ .
. \ I 7.70
~1.811
418 ! 42.04
I4.26
8.72 2 92 111.7W
43 , 2I.04 ~
4 1 14.112 \ \ l l l k \I\<; .. . .
.-~ ..-. . . . ~ +
1.114 0.00 1 000
1.07 - -
I I,,.,,,,
~ j X 7'1 . ~
Aume Pipe Culvens QuantltlOS
Details of Utilities Shifting