Metal Lead Km 13/300 - 13/520 Metal Lead Cart Track 0/0 - 0/2 Kamanaichenpalaym - Annur Road 16/6 - 13/520 Working Mailage 13/300 - 13/520 TOTAL (or) Cochin Bitumen 60/70 Lead to Mid Poin Km 13/300 - 13/520 Bitumen Lead to Mid Point From Refinery to Tamil nadu border ATPPC 99/6 - 40/0 Kamanaickenpalayam - Annur Road 0/0 - 13/300 Working Mailage 13/300 - 13/520 TOTAL A (or) Cochin Bitumen to CMP Lead Km 13/300 - 13/520 Cochin Bitumen to CMP Lead From Refinery to Tamil nadu border ATPPC 99/6 - 28/4 Palladam four Road to Vadugapalayam 0/ 0 - 0/6 Palladam Avinashi Pulliampatti 0/0 - 8/0 CT to CMP Site TOTAL (or) CMP to Site Lead Km 13/300 - 13/520 CMP to Site Lead Cart Track 0/0 - 0/2 Karaipudur VT Ayyankoil Road 6/4 - 9/8 Mangalam road to VT Ayyankoil Road 3/8 - 8/0 VT Ayyankoil Tempel Road 0/0 - 0/800 Kamanaichenpalaym - Annur Road 19/6 - 13/520 Working Mailage 13/300 - 13/520 TOTAL A (or) Km 19/2 of Kamanaichenpalayam Annur Road to V T Ayyankoil road2/6 - 0/0
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From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 13/300Working Mailage 13/300 - 13/520
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 13/300 - 13/520Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 13/300 - 13/520
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 13/520Working Mailage 13/520 - 13/760
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 13/520 - 13/760Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 13/520 - 13/760
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 13/760Working Mailage 13/760 - 13/990
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 13/760 - 13/990Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 13/760 - 13/990
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 13/900Working Mailage 13/900 - 14/220
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 13/990 - 14/220Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 13/990 - 14/220
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 14/220Working Mailage 14/220 - 14/420
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 14/220 - 14/420Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 14/220 - 14/420
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 14/420Working Mailage 14/420 - 14/650
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 14/420 - 14/650Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 14/420 - 14/650
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 14/650Working Mailage 14/650 - 14/900
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 14/650 - 14/900Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 14/650 - 14/900
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 14/900Working Mailage 14/900 - 15/130
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 14/900 - 15/130Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 14/900 - 15/130
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 15/130Working Mailage 15/130 - 15/350
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 15/130 - 15/350Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 15/130 - 15/350
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 15/350Working Mailage 15/350 - 15/6
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 15/350 - 15/6Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 15/350 - 15/6
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 15/6Working Mailage 15/6 - 15/8
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 15/6 - 15/8Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 15/6 - 15/8
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 15/8Working Mailage 15/8 - 16/030
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 15/8 - 16/030Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 15/8 - 16/030
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 16/030Working Mailage 16/030 - 16/250
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 16/030 - 16/250Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 16/030 - 16/250
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 16/250Working Mailage 16/250 - 16/500
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 16/250 - 16/500Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 16/250 - 16/500
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 16/500Working Mailage 16/500 - 16/700
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 16/500 - 16/700Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 16/500 - 16/700
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 16/700Working Mailage 16/700 - 16/930
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 16/700 - 16/930Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 16/700 - 16/930
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
From Refinery to Tamil nadu borderATPPC 99/6 - 40/0Kamanaickenpalayam - Annur Road 0/0 - 16/930Working Mailage 16/930 - 17/100
TOTAL A(or)
Cochin Bitumen to CMP Lead
Km 16/930 - 17/100Cochin Bitumen to CMP Lead
From Refinery to Tamil nadu borderATPPC 99/6 - 28/4Palladam four Road to Vadugapalayam 0/ 0 - 0/6Palladam Avinashi Pulliampatti 0/0 - 8/0CT to CMP Site
TOTAL(or)
CMP to Site LeadKm 16/930 - 17/100
CMP to Site LeadCart Track 0/0 - 0/2Karaipudur VT Ayyankoil Road 6/4 - 9/8Mangalam road to VT Ayyankoil Road 3/8 - 8/0VT Ayyankoil Tempel Road 0/0 - 0/800
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! #REF!
2
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! #REF!
3
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! #REF!
SI. No.
Length(m)
Width(m)
Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Disposal of cut earth to a lead of 2Km
Gravel Filling including cost and conveyance including labour charges for filling inlayers, watering tamping under opumum moisture content to get the maximum density all incidental charges etc., complete With a lead of 3Km
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material
4
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! #REF!
5
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! #REF!
6
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! #REF!
7
#REF! 1 x 1 #REF! 3.00#REF! ### ###### #REF! #REF!
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces
8
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! #REF!
TOTAL
9
#REF! 1 x 1 #REF! 5.00#REF! ### ###### #REF! #REF!
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.35 cum of 26.50-13.20mm, 0.21cum of 13.20-2.36mm and 0.14cum of 2.36mm & below with 0.01cum.of Filling materials and with 49.50 Kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to work site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in mini hot mix plant, spreading the mix to uniform thickness of 50mm to the specified grades and cross sections and consolidated by 8-10 tonne power roller to the required density etc., including all labour for laying, spreading etc., including hire charges and fuel charges for mini hot mix plant with bitumen boiler, power rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using mini hot mix plant clause 505 of MORTH. (Mix-in-place method)
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II
Assistant Engineer, (H)Palladam Section,
Palladam
Assistant Divisional Engineer, (H)Palladam Sub Division,
Palladam
#REF!
#REF!
Quantity
1.05 #REF!#REF!
#REF!
0.50 #REF!#REF!
#REF!
0.25 #REF!#REF!
#REF!
Depth(m)
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Disposal of cut earth to a lead of 2Km
ncluding cost and conveyance including labour charges for filling inlayers, watering tamping under opumum moisture content to get the maximum density all incidental
Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,
for grading- V Material
0.25 #REF!#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
(Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.
bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of
using mechanical means as per clause 502 of MORTH Specification over WMM
bitumen emulsion (RS-I type) using 0.25 kg per sqm on the prepared
bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH
bitumen emulsion (RS-I type) using 0.20 kg per sqm on the prepared
bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH
0.05 #REF!#REF!
#REF!(or) #REF!
0.04 #REF!#REF!
#REF!
50mm consolidated thick Dense Bituminous Macadam using 0.35 cum of 26.50-13.20mm, 0.21cum of 13.20-2.36mm and 0.14cum of 2.36mm & below with 0.01cum.of Filling materials and with 49.50 Kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to work site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in mini hot mix plant, spreading the mix to uniform thickness of 50mm to the specified grades and cross sections and consolidated by 8-10 tonne power roller to the required density etc., including all labour for laying, spreading etc.,
mini hot mix plant with bitumen boiler, power rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using mini hot mix plant clause 505 of MORTH. (Mix-in-place method)
(Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity
of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause
Grading II
Assistant Engineer, (H)Palladam Section,
Palladam
#REF!
#REF!ABSTRACT ESTIMATE
Description of Work Quantity
1
#REF! m3
2
#REF! m3
3
#REF! m3
SI. No
Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification.
Gravel Filling including cost and conveyance including labour charges for filling inlayers, watering tamping under opumum moisture content to get the maximum density all incidental charges etc., With a lead of 3 Km
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material
Description of Work QuantitySI. No
4
#REF! m3
5
#REF! m2
6
#REF! m2
7
#REF! m2
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces
Description of Work QuantitySI. No
Description of Work QuantitySI. No
8
#REF! m3
9
#REF! m3
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.35 cum of 26.50-13.20mm, 0.21cum of 13.20-2.36mm and 0.14cum of 2.36mm & below with 0.01cum.of Filling materials and with 49.50 Kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to work site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in mini hot mix plant, spreading the mix to uniform thickness of 50mm to the specified grades and cross sections and consolidated by 8-10 tonne power roller to the required density etc., including all labour for laying, spreading etc., including hire charges and fuel charges for mini hot mix plant with bitumen boiler, power rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using mini hot mix plant clause 505 of MORTH. (Mix-in-place method)
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II
Description of Work QuantitySI. No
Total
Description of Work QuantitySI. No
10 Provision for Labour Welfare Fund 1%
11
Contingencies
GRAND TOTAL
Provision for Quality Control Charges amd Centage Charges
#REF!
#REF!ABSTRACT ESTIMATE
Rate Amount
50.60/m3 #REF!
#REF! #REF!
#REF! #REF!
C/O #REF!
Rate Amount
B/F #REF!
#REF! #REF!
#REF! #REF!
#REF! #REF!
#REF! #REF!
Rate Amount
C/O #REF!
Rate Amount
B/F #REF!
#REF! #REF!
#REF! #REF!
Rate Amount#REF!
C/O #REF!
Rate Amount
B/F #REF!
#REF!
#REF!
#REF!
GRAND TOTAL #REF!
#REF!
Description No.
1
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! 14.00
2
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! 14.00
3
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! 14.00
SI. No.
Length(m)
Width(m)
Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Disposal of cut earth to a lead of 2Km
Gravel Filling including cost and conveyance including labour charges for filling inlayers, watering tamping under opumum moisture content to get the maximum density all incidental charges etc., complete With a lead of 3Km
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material
4
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! 14.00
5
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! 14.00
6
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! 14.00
7
#REF! 1 x 1 #REF! 3.00#REF! ### ###### #REF! 14.00
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces
8
#REF! 1 x 1 #REF! 2.00#REF! ### ###### #REF! 14.00
TOTAL
9
#REF! 1 x 1 #REF! 5.00#REF! ### ###### #REF! 14.00
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.35 cum of 26.50-13.20mm, 0.21cum of 13.20-2.36mm and 0.14cum of 2.36mm & below with 0.01cum.of Filling materials and with 49.50 Kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to work site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in mini hot mix plant, spreading the mix to uniform thickness of 50mm to the specified grades and cross sections and consolidated by 8-10 tonne power roller to the required density etc., including all labour for laying, spreading etc., including hire charges and fuel charges for mini hot mix plant with bitumen boiler, power rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using mini hot mix plant clause 505 of MORTH. (Mix-in-place method)
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II
Assistant Engineer, (H)Palladam Section,
Palladam
Assistant Divisional Engineer, (H)Palladam Sub Division,
Palladam
#REF!
#REF!
Quantity
1.05 #REF!#REF!
#REF!
0.50 #REF!#REF!
#REF!
0.25 #REF!#REF!
#REF!
Depth(m)
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Disposal of cut earth to a lead of 2Km
ncluding cost and conveyance including labour charges for filling inlayers, watering tamping under opumum moisture content to get the maximum density all incidental
Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,
for grading- V Material
0.25 #REF!#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
(Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.
bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of
using mechanical means as per clause 502 of MORTH Specification over WMM
bitumen emulsion (RS-I type) using 0.25 kg per sqm on the prepared
bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH
bitumen emulsion (RS-I type) using 0.20 kg per sqm on the prepared
bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH
0.05 #REF!#REF!
#REF!(or) #REF!
0.04 #REF!#REF!
#REF!
50mm consolidated thick Dense Bituminous Macadam using 0.35 cum of 26.50-13.20mm, 0.21cum of 13.20-2.36mm and 0.14cum of 2.36mm & below with 0.01cum.of Filling materials and with 49.50 Kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to work site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in mini hot mix plant, spreading the mix to uniform thickness of 50mm to the specified grades and cross sections and consolidated by 8-10 tonne power roller to the required density etc., including all labour for laying, spreading etc.,
mini hot mix plant with bitumen boiler, power rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using mini hot mix plant clause 505 of MORTH. (Mix-in-place method)
(Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity
of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause
Grading II
Assistant Engineer, (H)Palladam Section,
Palladam
#REF!
#REF!ABSTRACT ESTIMATE
Description of Work Quantity
1
#REF! m3
2
#REF! m3
3
#REF! m3
SI. No
Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification.
Gravel Filling including cost and conveyance including labour charges for filling inlayers, watering tamping under opumum moisture content to get the maximum density all incidental charges etc., With a lead of 3 Km
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material
Description of Work QuantitySI. No
4
#REF! m3
5
#REF! m2
6
#REF! m2
7
#REF! m2
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces
Description of Work QuantitySI. No
Description of Work QuantitySI. No
8
#REF! m3
9
#REF! m3
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.35 cum of 26.50-13.20mm, 0.21cum of 13.20-2.36mm and 0.14cum of 2.36mm & below with 0.01cum.of Filling materials and with 49.50 Kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to work site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in mini hot mix plant, spreading the mix to uniform thickness of 50mm to the specified grades and cross sections and consolidated by 8-10 tonne power roller to the required density etc., including all labour for laying, spreading etc., including hire charges and fuel charges for mini hot mix plant with bitumen boiler, power rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using mini hot mix plant clause 505 of MORTH. (Mix-in-place method)
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II
Description of Work QuantitySI. No
Total
Description of Work QuantitySI. No
10 Provision for Labour Welfare Fund 1%
11
Contingencies
GRAND TOTAL
Provision for Quality Control Charges amd Centage Charges