Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date
9 Mar 2019Closing Date
CancelledTender Amount
₹ 17,90,49,000Costs
EMD
₹ 27,90,490Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_PWDAP_220_1Tender No
CD/DRG-2/RIDF/2018-19/01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
A) In area of light Jungle
2
-
-
Cutting of trees i/c cutting of trunks branches and removal (Cutting of trees i/c cutting of trunks and branches and removal of stamps, roots, staking of serviceable materials with all lift and upto a lead of 1000 m and earth filling in the depression/pits
-
-
-
1) Girth from 300-600 mm
100
-
-
2) Girth from 600-900 mm
70
-
-
3) Girth from 900-1800 mm
20
-
-
(SH 2:- Formation Cutting)
-
-
-
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres
207939.4
-
-
Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres
124763.64
-
-
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
83175.76
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.
103969.7
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)
103969.7
-
-
(SH: RCC Slab Culvert 1.50 m Span)
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1068.76
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
-
-
-
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
248.22
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
636.47
-
-
Coursed rubble masonry (first sort )
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
60.48
-
-
PCC Grade M20
-
-
-
Height upto 5m
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
46.87
-
-
RCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
For solid slab super-structure, 20-30% of (a+b+c)
-
-
-
Height upto 5m
-
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
4.98
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical s
280
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
196
-
-
a) Granular material
-
-
-
(SH: RCC Slab Culvert 3 m Span-2 m height)
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
796.44
-
-
Manual Means
-
-
-
Depth upto 3 m
-
-
-
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
233.46
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
351.36
-
-
PCC Grade M15
-
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
219.36
-
-
Random Rubble Masonry
-
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
11.82
-
-
PCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
52.68
-
-
RCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
Height upto 5m
-
-
-
Reinforcement of RCC work including bending binding and placing in position complete.(a) Cold twisted/TMT bars
7.26
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
239.04
-
-
Granular material
-
-
-
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
240
-
-
(SH: RCC Slab Culvert 6 m Span)
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
349.2
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
-
-
-
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
91.2
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
536.52
-
-
Coursed rubble masonry (first sort )
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
2.16
-
-
PCC Grade M20
-
-
-
Height upto 5m
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
48.72
-
-
RCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
For solid slab super-structure, 20-30% of (a+b+c)
-
-
-
Height upto 5m
-
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
5.06
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
120
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
201.6
-
-
(SH: Retaining Wall 3.00 Mtr. Height )
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides a
530.78
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
-
-
-
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
33.17
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
610.9
-
-
Random Rubble Masonry
-
-
-
Dry Rubble flooring
238.23
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
169.75
-
-
Granular material
-
-
-
(SH: Kutcha Drain )
-
-
-
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres))
11200
-
-
Manual Means
-
-
-
Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.)
2800
-
-
Manual Means
-
-
-
(SH: W.B.M-I )
-
-
-
Water Bound Macadam (Providing, laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification i/c spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisit type of screening/binding materials to fill up the interices of coarse aggregate, watering and compacting to the required density.)
8930.32
-
-
By Manual Means
-
-
-
Grading-I (Using screening crushable type such as Morum or Gravel)
-
-
-
(SH: RCC Bridge 15 Mtr. Span )
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
463.6
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 (Hieght upto 5 m)
126.75
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing & technical specifications
-
-
-
PCC Grade M25
126.75
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing & technical specifications.
-
-
-
RCC Grade M35
-
-
-
a) In abutment
68.95
-
-
b) In abutment cap
3
-
-
c) In dirt wall, wing/return wall
73.54
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
0.16
-
-
RCC Grade M30 (Using concrete mixer)
-
-
-
Providing weep holes in brick masonary/Plain/Reinforced concrete abutment, wing wall/return with 100 mm diameter with AC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per the drawing and technical specifications.
32
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
61
-
-
SUPER STRUCTURE
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. (E) PSC Grade M-40 Height upto 5m
194.5
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. (B) RCC Grade M25
-
-
-
RCC grade M25 (Height 5 m to 10 m)
17.04
-
-
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space post for expansion, complete as per approved drawings and technicalbetween vertical specifications.
65
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
41.42
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
0.86
-
-
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification
1.26
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
30198
-
-
Elastomeric Slab Steel Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works.)
16.9
-
-
Drainage Spouts complete as per drawing and Technical specification
42
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
175.15
-
-
Mastic Asphalt Providing and laying 12mm thick mastic Asphalt wearing coarse on top of deck slab excluding primecoat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laied to required level and slope after cleaning the surface i/c providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 cum per 10 Sqm and an approximate spacing of 10 cm center to center in both directions pressed in to surface when the temperature of surfaces not less than 100 degree celcius protuding 1 mm to 4 mm over mastic surface all complete as per clause 515)
369
-
-
PROTECTION WORK
-
-
-
Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)
580
-
-
(SH: RCC Bridge 15 Mtr. Span ) (FC & Jungle clearance)
-
-
-
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres
63
-
-
Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres
84
-
-
Disposal of excavated earth on the barren valley side. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cuttin and the barren valley side)
63
-
-
Embankment Construction with material pbtainedfrom borrow pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting slope and compacting to meet requirement of table 300-2)
302.4
-
-
Cutting of trees i/c cutting of trunks branches and removal (Cutting of trees i/c cutting of trunks and branches and removal of stamps, roots, staking of serviceable materials with all lift and upto a lead of 1000 m and earth filling in the depression/pits
14
-
-
Clearing & grubbing road land (Clearing and grubbing road land including uprooting rank vegitation, grass, bushes, shrubs, suplings nad trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of un serviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000 mtr i/c removal and disposal of top organic soil not exceeding 150 mm in thickness) (i) By manual means (B) In area of thorny jungle
7.5
-
-
SH;- RCC Bridge 15 mtr span) at Ch: 2,25 Km) (Pavement of Approach road)
-
-
-
Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
709.92
-
-
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
709.92
-
-
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 )
106.49
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) (ii) Grading- II (Using Screening Crushable type such as Moorum or
Gravel) Using Screening Type-A (13.2mm Agg.)
50.49
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) (iii) Grading- III (Using Screening Crushable type such as Moorum or
Gravel) (b) Using Screening Type-B (11.2mm Agg.)
100.98
-
-
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
673.2
-
-
Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and
grade)
673.2
-
-
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) (i) Case - I : Type A
673.2
-
-
(Sh;- RCC bridge 40.00 mtr span at Ch;- 4.20 km)
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
-
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
463.6
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 (Height upto 5m)]
126.75
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
-
-
-
PCC Grade M25
126.75
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
-
-
-
RCC Grade M35
-
-
-
a) In Abutment
52.25
-
-
b) In Abutment cap
-
-
-
c) In dirt wall, wing /Return wall
620
-
-
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
-
-
-
RCC Grade M30 (Using Concrete Mixer)
0.16
-
-
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards
drawing foce. Complete as per drawing and Technical specifications
32
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
61
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
PSC Grade M-40 (Height upto 5m)
390.34
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
RCC Grade M25 (Height 5m to 10m)
23.17
-
-
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
115
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
41.42
-
-
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
-
-
-
RCC Grade M30 (Using Concrete Mixer)
0.86
-
-
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
1.26
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
153400
-
-
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuringcompliance to the manufacturer's instructions for installation.)
16.9
-
-
Drainage Spouts complete as per drawing and Technical specification
42
-
-
Supplying, fitting and fixing in position true to line and level POTPTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing andapproved technical specifications.
368.9
-
-
Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen
meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, allcomplete as per clause 515.)
369
-
-
Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having
minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)
580
-
-
(Sh:- RCC bridge 40.00 m span at Ch;- 4.20 Km) (FC & Jungle Clearance)
-
-
-
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres
63
-
-
Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres
84
-
-
Disposal of excavated earth on the barren valley side. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cuttin and the barren valley side)
63
-
-
Embankment Construction with material pbtainedfrom borrow pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting slope and compacting to meet requirement of table 300-2)
302.4
-
-
Cutting of trees i/c cutting of trunks branches and removal (Cutting of trees i/c cutting of trunks and branches and removal of stamps, roots, staking of serviceable materials with all lift and upto a lead of 1000 m and earth filling in the depression/pits
14
-
-
Clearing & grubbing road land (Clearing and grubbing road land including uprooting rank vegitation, grass, bushes, shrubs, suplings nad trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of un serviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000 mtr i/c removal and disposal of top organic soil not exceeding 150 mm in thickness) (i) By manual means (B) In area of thorny jungle
7.5
-
-
SH;- RCC Bridge 40 mtr span) at Ch: 4,20 Km) (Pavement of Approach road)
-
-
-
Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
709.92
-
-
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
709.92
-
-
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 )
106.49
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) (ii) Grading- II (Using Screening Crushable type such as Moorum or
Gravel) Using Screening Type-A (13.2mm Agg.)
50.49
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) (iii) Grading- III (Using Screening Crushable type such as Moorum or
Gravel) (b) Using Screening Type-B (11.2mm Agg.)
100.98
-
-
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
673.2
-
-
Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and
grade)
673.2
-
-
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) (i) Case - I : Type A
673.2
-
-
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