Public Works Roads Department Tender
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Costs
EMD
₹ 1,40,00,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_PWD_18877_2Bid Award Id
ViewTender No
CE/AM/SOPD(Lot1)/45/3Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lead and lifts and earth/sand filling in the depression/pit created as per Technical specifications
d) Girth above 1800 mm
4
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-
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Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications
Girth from 300 mm to 600 mm
4647
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-
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Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications
Girth from 600 mm to 900 mm
2141
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-
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Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications
Girth from 900 mm to 1800 mm
281
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-
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Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications
Girth above 1800 mm
68
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-
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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 roots of trees cut earlier and disposal of unserviceable materials, stacking of serviceable material to be used as directed by Engineer
31.19
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Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable materrials separately,By mechanical means.
Bituminous courses
5143.34
-
-
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Dismentling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable materrials separately,By mechanical means.
Granular courses
10030.31
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Dismantling Brick / Tile work / Stone Masonry In cement mortar
80.64
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Dismantling of Kilometer stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead up to 1000 m and back filling of pit as per Technical specifications and as directed by the Engineer-in-charge.)
19.11
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Dismantling of 5th Km stone (Dismantling of 5th km stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead up to 1000 m and back filling of pit as per Technical specifications and as directed by the Engineer-in-charge)
4.78
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Dismantling of Hectometre/Boundary stones (Dismantling of Hectometre/Boundary stones including cutting of earth, foundation and disposal of dismantled material with all lifts and lead up to 1000 m and back filling of pit as per Technical specifications and as directed by the Engineer-in-charge)
38.21
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-
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Removing all type all diameter of hume pipe culverts including masonry works and stacking pipes at location shown by Engineer
350.6
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-
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Excavation in Soil using Hydraulic Excavator Tippers with disposal all lead and lifts. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes,in accordance with requirements of lines, grades and cross sections,loading disposal of excavated earth with in all lifts and leads or for reuse if suitable for embankment/subgrade at other location).
69706.97
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Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator including cutting and loading in tippers and disposal with in all lifts and lead , trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
10000
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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 requirements of Technical specifications
73641.31
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Construction of Embankment with materials deposited from roadway cutting
Construction of embankment with approved Material Deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
54279.46
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirements of Technical specifications
164879.33
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Compacting original ground supporting sub-grade
Loosening and Recompaction of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.
1233.4
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical specifications.
For Grading V Material
57940.26
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Construction of granular sub-base by reuse of excavated roadway material mainly WBM etc. from existing road , taking to plant area ,crushing to size and mixing suitable materials required to bring it to desired grading latter spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification.
For Grading V Material
7021.22
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Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate as per Technical specificationnincluding 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.
70299.39
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Prime Coat Providing and applying primer coat as per Technical specifications with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per spreading rate approved by Engineerand
279592.96
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Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.
277696
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Dense Bituminous Macadam Providing and laying dense bituminous macadam Grading II (19mm nominal aggregate size) using VG 30 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade and alignment, compacting to achieve the desired compaction as per Technical specification clause complete in all respects
16611.36
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Bituminous Concrete Providing and laying bituminous concrete Grading II (13mm nominal aggregate size) using PMB 70 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, compacting to achieve the desired compaction as per Technical specification complete in all respects
11072.84
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Culverts Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of side and bottom and backfilling with approved material.
Ordinary Soil
Upto 3 m depth
6192.71
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Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification.
Granular Material
1022.84
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Technical 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.
1145.39
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Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications
P.C.C grade M-15
With Batching Plant, Transit Mixer and Concrete Pump
1319.3
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Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications
R.C.C. grade M-30
With Batching Plant, Transit Mixer and Concrete Pump
983.85
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-
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications
98.39
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-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications
R.C.C. grade M-30
With Batching Plant, Transit Mixer and Concrete Pump
649.73
-
-
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
70.6
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-
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Plain/reinforced cement concrete in super structure complete as per drawings and technical specifications
R.C.C. grade M-30
With Batching Plant, Transit Mixer and Concrete Pump
235.46
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-
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Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications
28.64
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-
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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications.
Stone/Boulder
211.91
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.
71.51
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Providing and laying boulder Apron on river bed for protection against scour with stone boulders weighing not less than 40 kg. each complete as per drawing and Techinical Specification.
Boulder laid dry with wire crates
1813.73
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150 mm Flat Stone Apron Embedded in 300 mm Thick M15
166.98
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Providing & Construction of Parapet Wall RCC M30 as per Technical Specification
187.6
-
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Providing weep holes in Stone 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
888
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-
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Bridges Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of side and bottom and backfilling with approved material.
Ordinary Soil
Upto 3 m depth
1642.41
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-
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Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification.
Granular Material
1759.41
-
-
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Technical 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.
452.66
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Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications
P.C.C grade M-15
With Batching Plant, Transit Mixer and Concrete Pump
66.52
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-
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Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications
R.C.C. grade M-35
With Batching Plant, Transit Mixer and Concrete Pump
134.64
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-
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications
97.32
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-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications
R.C.C. grade M-35
With Batching Plant, Transit Mixer and Concrete Pump
753.76
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-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications
R.C.C. grade M-40
With Batching Plant, Transit Mixer and Concrete Pump
28.26
-
-
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
81.43
-
-
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Plain/reinforced cement concrete in super structure complete as per drawings and technical specifications
R.C.C. grade M-40
With Batching Plant, Transit Mixer and Concrete Pump
73.35
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-
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Plain/reinforced cement concrete in super structure complete as per drawings and technical specifications
R.C.C/PSC . grade M-45
With Batching Plant, Transit Mixer and Concrete Pump
290.14
-
-
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Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications
49.8
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-
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
7.08
-
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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
550
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification
RCC Grade M35
Using Batching Plant, Transit Mixer and Concrete Pump
305.69
-
-
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Providing and laying mastic asphalt wearing course complete as per drawing and Technical Specifications
4538.45
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Bituminous Concrete Providing and laying bituminous concrete complete as per drawing and Technical Specifications
(i) with PMB-70 Grade Bitumen
(i) for grading 2 (13mm nominal size)
181.54
-
-
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Drainage Spouts complete as per drawing and Technical specification.
13
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-
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Supplying, fitting and fixing in position true to line and level elastomeric bearing including accessories conforming to Technical specifications complete
27600
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-
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing complete as per drawing and Technical Specifications.
5554
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-
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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 ensuring compliance to the manufacturer's instructions for installation.
60
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Reinforced Cement Concrete approach slab including reinforcement and formwork complete as per drawing and technical specifications .
46.2
-
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PCC M15 Gade Levelling Course below approach slab complete as per drawing and technical specification.
21.78
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RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications
160.4
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Painting Two Coats on New Concrete Surfaces’ Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
240.6
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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications.
Stone/Boulder
182.79
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.
91.39
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Printing of Bridge No. and span arrangement of any shade with synthetic enamel paint black or any other approved colour to give an even shade as complete as per Technical specifications and as directed by the Engineer-in-charge.
4
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Providing weep holes in Stone 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
526
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-
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Dismantling of existing wearing coat including bituminous overlay, expansion joints and drainage spouts manually or with the help of jack hammers including its removal and disposal and preparation of surface to receive a layer of mastic asphalt complete without causing any detrimental effect to any part of the bridge structure with all lifts and leads complete as per MoRT&H Technical specifications clause 2809
3656.25
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DRAINAGE AND PROTECTIVE WORKS
Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of side and bottom and backfilling with approved material.
Ordinary Soil
Upto 3 m depth
37237.2
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Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications
P.C.C grade M-15
With Batching Plant, Transit Mixer and Concrete Pump
5726.76
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-
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Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications
R.C.C. grade M-25
With Batching Plant, Transit Mixer and Concrete Pump
12642
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-
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Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications
R.C.C. grade M-30
With Batching Plant, Transit Mixer and Concrete Pump
7764.38
-
-
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications
1469.56
-
-
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Providing weep holes in Stone 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
33878
-
-
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Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification.
Granular Material
5125
-
-
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Technical 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.
8302.5
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 as per approved drawing and Technical Specification
90 cm equilateral triangle
320
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Technical Specification
size 120 x 180 cm
8
-
-
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Technical Specification
size 240 x 150 cm
3
-
-
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 as per approved drawing and Technical Specification
80 mm x 60 mm rectangular
473
-
-
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67as per approved drawing and Technical Specification
60 cm x 45 cm rectangular
10
-
-
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 as per approved drawing and Technical Specification
90 cm high octagon
152
-
-
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Providing and erecting overhead Signs Gantry including Truss, Verticle Post and concrete foundation all complete Job as per approved drawing and plans and Technical specifications complete
2
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-
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Providing Linear Delineator System with Diamond grade reflective sheeting of size 80cmx10cm, fixing over thin gauge crimped aluminium sheeting with single colour panels of Yellow/Red/White and fixing to the object as per specification of the manufacturer.
1605
-
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
9087.1
-
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Kilometre 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)
5
-
-
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Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.
Ordinary Kilometer stone (Precast)
20
-
-
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Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.
Hectometer stone (Precast)
96
-
-
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Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.
Boundary stone (Precast)
478
-
-
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Road Stud with Lense Reflector
providing and fixing metal road stud with dimensions 100x100x19.8 mm length anchoring shank: 50mm aliminium body
Two way reflective with 2x43 glass elements
4994
-
-
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Sparkle Solar Road Studs
'Providing ‘Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Ofsize (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) withdetachable battery, m6LEDs-three on each sidefor Bi-directional studs/ 3 LEDs on one side forunidirectional studs, ultra bright LED in amberand red colour, weight per stud 700+25 gms,flash rate of 50-65 times per minute completelywater resistant and weather proof with replacement warranty and free maintenance froone year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).
240
-
-
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Providing and Installation of Solar Blinkers as per drawing and Technical specifications
69
-
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Matal Beam Crash Barrier
Type - A, “W” : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS : 1367 and IS : 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x5 mm, 546 mm long complete as per clause 811.3) complete job as per approved drawings.
1312.5
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Wire rope Crash Barrier
Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip , embeded in M-15 grade cement concrete 450mm X 450mm X 450mm, 1.50m center to center with 4 horizantal steel wier rope 40mm dia and anchored at terminal posts 15m apart. Terminal posts to be embeded in M15 grade cement concrete foundation 2400 X 450 X 900mm (Depth), strengthed by a strut of Rs joists 100X75mm. 2m long at 450 inclination and a tie 100 X 8mm, 1.50m long at the bottom, all embeded in foundation concrete as per approved design and drawing rate excluding excavation and cement concrete.)
437.5
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Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 30 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footh path , fixed with sodium vapour lamp and fixed on the concrete foundation.
534
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Bus Shelters
Providing and constructing Bus Shelters in the required locations as per detailed drawing and as directed by the Engineer in charge. (Prior approval of the detailed drawing has to be taken by the contractor) all complete as per Technical specifications and as directed by the Engineer-in-charge.
39
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Bus Bay Providing and constructing Bus Bay in the required locations as per detailed drawing and as directed by the Engineer in charge. (Prior approval of the detailed drawing has to be taken by the contractor) all complete as per Technical specifications and as directed by the Engineer-in-charge.
8
-
-
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Project information board
Providing and constructing Project information board in the required locations including all lead and lifts with all complete as per Technical specifications and as directed by the Engineer-in-charge
2.4
-
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Day Work Schedule
Un-skilled Labour
200
-
-
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Semi-skilled Labour
200
-
-
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Skilled Labour
100
-
-
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Highily Skilled Labour
100
-
-
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Cement
10
-
-
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Stone chips 40 mm size
24
-
-
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Stone chips 20 mm size
30
-
-
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Stone chips 10 mm size
16
-
-
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Coarse Sand
50
-
-
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High Yield Strength Deformed reinforcing Steel
10
-
-
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Bitumen VG-30
10
-
-
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Bitumen PMB-70
10
-
-
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Bitumen Emulsion (CSS 1h)
10
-
-
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Sub-Base Materials
200
-
-
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Base Materials
200
-
-
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Premix carpet
2000
-
-
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Seal coat
2000
-
-
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PCC M15
200
-
-
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Tiper (Capacity 5.0 cum)
50
-
-
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Water Tanker (Heavy)
50
-
-
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Excavator (Bucket capacity 1.0 cum)
50
-
-
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Front End Loader (Bucket Capacity 1.0 cum)
50
-
-
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Tractor including blade or ripper
30
-
-
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Road Roller (Capacity 8-10T)
50
-
-
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Motor Grader (Heavy)
30
-
-
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Air Compressor
30
-
-
Evaluation Notes How It Works ?
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