Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Dec 2022
Closing Date3 Jan 2023
Tender AmountRefer Documents
Costs
EMD
₹ 43,01,620Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWDAP_954_1Bid Award Id
ViewTender No
YZD/NIT/2022-23/01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachalpwd.org
GEM & Bid Advisory Services
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BOQ Items
(ii) Girth from 600 mm to 900 mm
588
-
-
(iii) Girth from 900 mm to 1800 mm
196
-
-
Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stackin of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
-
-
-
By Manual Means:-
-
-
-
A) In area of light jungle
28
-
-
SH:II Formation Cutting
-
-
-
Excavation in Hill Area in Soil by Mechanical Means (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)
259480.51
-
-
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (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 )
65134.72
-
-
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
30616.03
-
-
(SH: III Cross Drainage Works)
-
-
-
SH:III - 1 RCC Slab culvert of Span1.50 m -Height - 1.50m - (3 Nos)
-
-
-
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
-
-
-
Manual Means
-
-
-
Depth upto 3 m
364.65
-
-
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.
53.64
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
PCC Grade M15
133.32
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
-
-
-
Random Rubble Masonry
114.78
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
PCC Grade M20
3.6
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
RCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
Height upto 5m
11.82
-
-
Reinforcement of RCC work including bending binding and placing in position complete.(a) Cold twisted/TMT bars
1.56
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
-
-
-
Granular material
57.78
-
-
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
93
-
-
SH: III - 2 RCC Slab culvert of Span 2.00 m - Height -2 m - 3 Nos
-
-
-
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
-
-
-
Manual Means
-
-
-
Depth upto 3 m
503.82
-
-
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.
72.72
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
PCC Grade M15
187.14
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
-
-
-
Random Rubble Masonry
190.68
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
PCC Grade M20
4.83
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
RCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
Height upto 5m
14.64
-
-
Reinforcement of RCC work including bending binding and placing in position complete.(a) Cold twisted/TMT bars
2.79
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
-
-
-
Granular material
108.54
-
-
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
90
-
-
SH: III - 3 RCC Slab culvert of Span 3.00 m - Height 2.00m (3 Nos)
-
-
-
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
-
-
-
Manual Means
-
-
-
Depth upto 3 m
875.82
-
-
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.
78.6
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
PCC Grade M15
185.97
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
-
-
-
Random Rubble Masonry
200.76
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
PCC Grade M20
-
-
-
Using Concrete Mixer
5.76
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
RCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
Height upto 5m
24.72
-
-
Reinforcement of RCC work including bending binding and placing in position complete.(a) Cold twisted/TMT bars
4.32
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
-
-
-
Granular material
108.54
-
-
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
114
-
-
SH:III - 4 RCC Slab culvert of Span 4.00 m, Height - 4m ( 2 Nos)
-
-
-
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
-
-
-
Manual Means
-
-
-
Depth upto 3 m
1056
-
-
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.
96
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
PCC Grade M15
293.96
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
-
-
-
Random Rubble Masonry
313.6
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
RCC Grade M20
-
-
-
Using Concrete Mixer
3.74
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
RCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
Height upto 5m
25.54
-
-
Reinforcement of RCC work including bending binding and placing in position complete.(a) Cold twisted/TMT bars
3.72
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
-
-
-
Granular material
126
-
-
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
104
-
-
SH:IV Protection Works :
-
-
-
(SH:IV - 1 Retaining Wall 100.00m length & 4.00m 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 and bottom and backfilling with approved material.)
-
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
420
-
-
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.)
21
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
-
-
-
Random Rubble Masonry
518
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
Granular material
200
-
-
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
300
-
-
(SH:IV - 2 Retaining Wall Lenght- 80.00m & 3.00m 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 and bottom and backfilling with approved material.)
-
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
280
-
-
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.)
14.4
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
-
-
-
Random Rubble Masonry
314.4
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
Granular material
120
-
-
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
160
-
-
(SH:IV - 3 Breast Wall Lenght- 40.00m & 3.00m 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 and bottom and backfilling with approved material.)
-
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
210
-
-
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.)
7.2
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
-
-
-
Random Rubble Masonry
129.2
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
Granular material
96
-
-
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
80
-
-
SH:-V PAVEMENTS
-
-
-
(SH:V - 1 Preparation of Sub-grade) Lenght = 27.200Km
-
-
-
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.)
59840
-
-
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.
59840
-
-
(SH: V-2 WBM-I, II & III) Lenght = 27.200Km
-
-
-
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.) By Manual Means Grading- I ( Using Screening Type-B (13.2mm Agg.)
5984
-
-
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.)By Manual Means Grading- II ( Using Screening Type-B (13.2mm Agg.)
4488
-
-
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.) By Manual Means Grading- III ( Using Screening Type-B (11.2mm Agg.)
12342
-
-
(SH:- Black Toping) (Cost for 1.00 Km) Lenght = 16.00Km
-
-
-
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.)
96800
-
-
Tack coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg per Sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
96800
-
-
Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to 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, finished to required level and grades.)
-
-
-
Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
96800
-
-
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)
-
-
-
Case - I : Type A
96800
-
-
SH:VI - Road Side Drain :
-
-
-
(SH:VI - 1 Kutcha Drain Lenght = 17.80km)
-
-
-
Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)
5126.4
-
-
Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres )
3417.6
-
-
( SH: VI - 2 CC Drain, Lenght = 7.75km )
-
-
-
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
-
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
5231.25
-
-
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.
465
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
PCC Grade M15
1395
-
-
SH:VII - Bridges ( 2 Nos):
-
-
-
SH :VII-1 Construction of Bridge over Dabar river (20.00M span)
-
-
-
SH : Foundation and Substructure
-
-
-
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.)
-
-
-
Ordinary soil
-
-
-
Above 6m depth (without de-watering)
2825.82
-
-
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.)
58.8
-
-
Plain/ Reinforcement concrete in open foundation complete as per drawing and technical specifications
308.32
-
-
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
18.48
-
-
Plain/ Reinforcement concrete in Substructure complete as per drawing and technical specifications
-
-
-
RCC Grade M20
7.49
-
-
RCC Grade M25
233.53
-
-
RCC Grade M30
17.55
-
-
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
30
-
-
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
136
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
340.41
-
-
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 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
208.8
-
-
Supplying, fitting, and fixing in postion true to line and level POT PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confine within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete 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 as per drawing and approved technical specifications.
3150
-
-
SH : Superstructure
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
RCC Grade M30
-
-
-
Using concrete Mixture
-
-
-
For solid slab superstructure, 20-30% of (a+b+c)
-
-
-
(q) Height 5M to 10M
44.35
-
-
PSG Grade M40
-
-
-
Using concrete Mixture
-
-
-
For solid slab superstructure, 20-30% of (a+b+c)
-
-
-
(q) Height 5M to 10M
-
-
-
Crash Barrier
10.14
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
11.88
-
-
Drainage Spouts complete as per drawing and Technical specification
24
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
50.4
-
-
M30 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
45
-
-
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
9.3
-
-
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 itre for 2 Sq.m. )
42.24
-
-
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 representiative ensuring compliance to the manufacturer's instructions for installation)
16.8
-
-
Supply and fabrication of steel work at Fabricators workshop comprising of Main Girders, Cross Girders, Connecting plates, stringer, stiffening plates etc. and delivered at bridge site in undamaged condition including straightening, descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS/HTS shop or site bolts, nuts & washers, holding down bolts and nuts etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, etc. complete as per specification and as directed by the Engineer-in-Charge. (Carriage cost from fabricator workshop to actual bridge site will be paid separately).
47.7
-
-
Taking delivery of fabricated steelwork, leading to and at site as necessary, assembling and erection of fabricated steel structure to proper line , level and camber as per approved drawings complete in all respect including transportation and handling in and specification including supply of all fasterners, painting of all exposed surfaces of steelwork after erection with one site coat of red lead to IS-102 and two coats Alumunimium paint to IS-2339, grouting of anchor bolts in position, including all labour, consumables, materials, machinery, tools and tackles complete as per specification and as directed by the Engineer-in-Charge
47.7
-
-
SH: Wing Wall
-
-
-
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.)
-
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
144
-
-
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.)
28.8
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
-
-
-
Random Rubble Masonry
126.66
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
Granular material
96
-
-
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
40
-
-
SH:VII - 2 Construction of Bridge over Pith river (30.00M span)
-
-
-
SH: Foundation
-
-
-
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.)
-
-
-
Ordinary soil
-
-
-
Above 6m depth (without de-watering)
2373.39
-
-
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.)
57.6
-
-
Plain/ Reinforcement concrete in open foundation complete as per drawing and technical specifications
244.4
-
-
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
20.16
-
-
Plain/ Reinforcement concrete in Substructure complete as per drawing and technical specifications
-
-
-
RCC Grade M20
3.46
-
-
RCC Grade M25
205.75
-
-
RCC Grade M30
15.67
-
-
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
31.3
-
-
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
104
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
221.92
-
-
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 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
168.48
-
-
Supplying, fitting, and fixing in postion true to line and level POT PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confine within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete 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 as per drawing and approved technical specifications.
3150
-
-
SH: Superstructure
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
RCC Grade M30
-
-
-
Using concrete Mixture
-
-
-
For solid slab superstructure, 20-30% of (a+b+c)
-
-
-
(q) Height 5M to 10M
64.89
-
-
PSG Grade M40
-
-
-
Using concrete Mixture
-
-
-
For solid slab superstructure, 20-30% of (a+b+c)
-
-
-
(q) Height 5M to 10M
-
-
-
Crash Barrier
14.83
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
17.38
-
-
Drainage Spouts complete as per drawing and Technical specification
24
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
50.4
-
-
M30 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
45
-
-
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
13.3
-
-
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 itre for 2 Sq.m. )
61.8
-
-
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 representiative ensuring compliance to the manufacturer's instructions for installation)
16.8
-
-
Supply and fabrication of steel work at Fabricators workshop comprising of Main Girders, Cross Girders, Connecting plates, stringer, stiffening plates etc. and delivered at bridge site in undamaged condition including straightening, descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS/HTS shop or site bolts, nuts & washers, holding down bolts and nuts etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, etc. complete as per specification and as directed by the Engineer-in-Charge. (Carriage cost from fabricator workshop to actual bridge site will be paid separately).
79.2
-
-
Taking delivery of fabricated steelwork, leading to and at site as necessary, assembling and erection of fabricated steel structure to proper line , level and camber as per approved drawings complete in all respect including transportation and handling in and specification including supply of all fasterners, painting of all exposed surfaces of steelwork after erection with one site coat of red lead to IS-102 and two coats Alumunimium paint to IS-2339, grouting of anchor bolts in position, including all labour, consumables, materials, machinery, tools and tackles complete as per specification and as directed by the Engineer-in-Charge
79.2
-
-
SH: Wing Wall
-
-
-
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.)
-
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
230.4
-
-
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.)
30.72
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
-
-
-
Random Rubble Masonry
177.3
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
Granular material
96
-
-
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
60
-
-
SH:VIII Traffic Signs, Markings & Other Road Appurtenances
-
-
-
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium s
30.84
-
-
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
-
-
-
5th kilometre stone (precast)
1
-
-
Ordinary Kilometer stone (Precast)
8
-
-
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