Public Works Roads Department Tender
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Costs
EMD
₹ 1,30,00,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_PWD_18877_8Bid 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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Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.
0.28
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Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.
With Batching Plant, Transit Mixer and Concrete Pump
Well curb
RCC M30 Grade
186.93
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Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.
With Batching Plant, Transit Mixer and Concrete Pump
Well steining
RCC M30 Grade
1945.73
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Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.
With Batching Plant, Transit Mixer and Concrete Pump
Bottom Plug PCC Grade M20
250.35
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Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.
With Batching Plant, Transit Mixer and Concrete Pump
Intermediarte Plug PCC Grade M20
25.81
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Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.
With Batching Plant, Transit Mixer and Concrete Pump
Well cap
RCC Grade M30
228.08
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Sand Filling in Wells complete as per Drawing and Technical Specifications.
1582.71
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Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata including sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
Depth below bed level upto 3.0 M
24
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Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata including sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
Beyond 3m upto 10m depth
56
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Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata including sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
Beyond 10m upto 20m ( including dewatering)
69.6
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Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
221.46
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-35
Height upto 5m
353.76
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-35
Height 5m to 10m
287.39
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
75.62
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Providing and laying of Filter media with granular materials/stone crushed aggregates behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
939.96
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Supplying, fitting and fixing in position true to line and level elastomeric bearing including all accessories as per drawing and Technical Specifications.
1638000
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Providing Tar paper bearing including laying in proper position etc. completed
38.4
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification
PSC Grade M-35, Using Batching plant
398.82
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification
Sesmic Arrester and Pedestail
PSC Grade M-45, Using Batching plant
63.9
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification
PSC Grade M-50, Using Batching plant
597.98
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RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications
258.5
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Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2meters center to center, complete as per approved drawing.
277.54
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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
17.08
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
152.51
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
69.3
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
32.18
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Providing and laying of an strip seal expansion joint complete as per drawing and Technical specification for road & bridge works.
120
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
1367.76
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150 thk. Flat Stone (Rigid flooring) Apron embedded in 300 thk concrete (M15) complete as per drawing and Technical specification.
44.5
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Drainage Spouts complete as per drawing and Technical specification.
26
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Providing and laying mastic asphalt wearing course complete as per drawing and Technical Specifications
1186.38
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
25.98
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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 II (13mm nominal size)
47.46
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces
860.39
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Road Work
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
a) Girth from 300 mm to 600 mm
10
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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
b) Girth from 600 mm to 900 mm
8
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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
c) Girth from 900 mm to 1800 mm
6
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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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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
3133
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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
860
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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
597
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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
181
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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
34.07
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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.
Bituminous courses
4715.74
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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
19874.4
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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead
Cement Concrete (PCC and RCC)(M-15 & M-20)
226.64
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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead
Prestressed / Reinforced cement concrete grade cum M-20 & above
335.04
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Removing all type all diameter of hume pipe culverts including masonry works and stacking pipes at location shown by Engineer Upto 600 mm dia
110
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Removing all type all diameter of hume pipe culverts including masonry works and stacking pipes at location shown by Engineer Above 600 mm to 900 mm dia
50
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Removing all type all diameter of hume pipe culverts including masonry works and stacking pipes at location shown by Engineer Above 900 mm
300
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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).
6764.12
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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.)
69.02
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Excavation in Ordinary Rock using Hydraulic Excavator and Tippers within all lifts and leads. (Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site within all lift and lead , trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
69.02
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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
200320.4
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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)
5521.73
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Construction of Subgrade/Median/ Earthen Shoulders-Construction of sub-grade,Median 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 requirement of table No. 300-2
Subgrade and earthen shoulder
123504.52
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Construction of Subgrade/Median/ Earthen Shoulders-Construction of sub-grade,Median 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 requirement of table No. 300-2
Median Filling
1179.35
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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.
25149.49
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Granular Sub-Base with Coarse Graded Material (Table:- 400- 2), 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 drawings and Technical specifications.
(i)For Grading V Material
51890.92
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Granular Sub-Base by reuse of excavated Coarse Graded Material from existing road 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 drawings and Technical specifications.
(i)For Grading V Material
11924.64
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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.
59775.62
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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 Engineer
231818.03
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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.
231818.03
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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
16993.09
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Bituminous Concrete Providing and laying bituminous concrete Grading I (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
9291.23
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Providing and laying Interlocking Concrete Block Pavement (ICBP) as per drawings and technical specifications including sand below block & Side packing M15 concrete with all lead and lift complete as per technical specification and as directed by Engineer In-Charge.
80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm
7770
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Cast in Situ Cement Concrete M20 kerb with kerb laying machine, foundation concrete laid manually as per given drawing and Technical specifications, all complete
438.1
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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
356.66
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compactedby vibration including curing for 14 days.)
1200
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Plain /Reinforced cement in open foundation complete as per drawing & technical specifications RCC grade M20 using concrete mixure
5717
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications
TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
285.85
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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 Technicalspecification.
2352
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Providing a Pipe Culvert for Access Road complete as per drawing and Technical Specification
32
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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)
4
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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)
16
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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)
80
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly 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
90 cm equilateral triangle
141
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly 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
60 cm equilateral triangle
141
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly 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
60 cm circular
121
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly 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
80 mm x 60 mm rectangular
22
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly 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
60 cm x 45 cm rectangular
24
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly 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
60 cm x 60 cm square
20
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly 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
90 cm high octagon
13
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Direction and Place Identification Signs upto 0.9 sqm Size Board.
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
158.97
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Direction and Place Identification Signs with size more than 0.9 sqm size Board.
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
27.75
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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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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.
6773
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Flexible Crash Barrier, Wire Rope Safety 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.)
2257
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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.
11018.83
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Boundary pillar
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting
200
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Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of of granular material over top and sides of RCC pipe as per IRC 98-1997, bedded on a 0.3 m thick layer of granular material free of rock pleces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC 98 - 1997 and approved drawings, Single Row for one utility service
140
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Padestrain Guard Rail : Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings and Technical Specification)
7057
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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
8223
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Provision of Median kerb on road , constructed with with top and bottom width 100mm and 200 mm respectively, 850 mm high with M - 20 grade concrete conforming to IRC:21, installed as per approved drawings and at locations as directed by the Engineer.
164.76
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Supply & instalation of solar street light propsed at Major & Minor Junction Location , Bus Bay & Bus Shelter Location as per drawing and Technical specifications
28
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Construction of R.C.C Bus shelter at Village Portion as per drawing and Technical specifications
4
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Box Culvert Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
RCC Grade M30
Using Batching Plant, Transit Mixer and Concrete Pump
816.1
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
RCC Grade M30
Using Batching Plant, Transit Mixer and Concrete Pump
864.81
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Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification’ including steel shuttering formwork.
RCC Grade M30
Using Batching Plant, Transit Mixer and Concrete Pump
639.06
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications
65.29
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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications
69.19
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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications
57.18
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
PCC Grade M15
355.84
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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.
1550.5
-
-
... More
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.
Depth upto 3 m
1882.22
-
-
... More
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 specification.
2532
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification.
Granular Material
1278.24
-
-
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
Return Wall
RCC Grade M30
With Batching Plant, Transit Mixer and Concrete Pump
3092
-
-
... More
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications
Return wall
247.36
-
-
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
Return Wall
PCC M-15
426.8
-
-
... More
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 toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
Return Wall
803.69
-
-
... More
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.
Return Wall
Depth upto 3 m
8796.7
-
-
... More
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 specification.
Return Wall
2540
-
-
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
Curtain Wall
2888.49
-
-
... More
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.
Curtain Wall
Depth upto 3 m
14272.95
-
-
... More
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
1278.24
-
-
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
639.12
-
-
... More
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
4131.68
-
-
... More
Rigid Appron:-Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.
Rubble stone laid in cement mortar 1:3
1042.39
-
-
... More
Provision of reinforced cement concrete crash barrier (New Jersey Type) on structure, constructed with M - 40 grade concrete with HYSD reinforcement conforming to IRC:21, including 50mm dia railing with fixtures and installed as per approved drawings and at locations as directed by the Engineer.
1438.55
-
-
... More
Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centrigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center tpo center in both direction , pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per technical specifications
1899.52
-
-
... More
Bituminous Concrete Providing and laying bituminous concrete 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, lel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per drawings and technical specifications complete in all respects
(i) with PMB-70 Grade Bitumen
(i) for grading II (13mm nomunal size)
75.98
-
-
... More
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
6905.04
-
-
... More
Retaining wall Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork (Foundation)
Retaining Wall
RCC Grade M30
With Batching Plant, Transit Mixer and Concrete Pump
1758.51
-
-
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (Wall up to 05 m)
Retaining Wall
RCC Grade M30
With Batching Plant, Transit Mixer and Concrete Pump
1993.12
-
-
... More
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications.
Retaining Wall
140.68
-
-
... More
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications
Retaining Wall
159.45
-
-
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
Retaining wall
PCC Grade M15
587.45
-
-
... More
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 toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
Retaining Wall
1008.6
-
-
... More
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.
Depth upto 3 m
Retaining Wall
12336.45
-
-
... More
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 specification.
Retainine Wall
2281
-
-
... More
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
Retaining wall
1171.68
-
-
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
Retaining wall
461.57
-
-
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
For Chute Drain
8.56
-
-
... More
Replacement of Expansion Joints complete as per drawings
27.4
-
-
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
14.39
-
-
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel or equivalent)
28.77
-
-
... More
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.( Including cost of testing of materials at site and laboratory as directed by the deptt
205.3
-
-
... More
Bituminous Concrete Providing and laying bituminous concrete 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, lel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per drawings and technical specifications complete in all respects
(i) with PMB-70 Grade Bitumen
(i) for grading II (13mm nomunal size)
8.21
-
-
... More
Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centrigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center tpo center in both direction , pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per technical specifications
301.2
-
-
... More
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
167.93
-
-
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
85.3
-
-
... More
Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification
51.33
-
-
... More
Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification
51.33
-
-
... More
Clearing Grass and Removal of Rubbish ( clearing grasss and removal of rubbish upto distance of 50m outside the periphery of the area.)
0.29
-
-
... More
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
102
-
-
... More
Un-skilled Labour
200
-
-
... More
Semi-skilled Labour
200
-
-
... More
Skilled Labour
200
-
-
... More
Highily Skilled Labour
200
-
-
... More
Cement
10
-
-
... More
Stone chips 40 mm size
24
-
-
... More
Stone chips 20 mm size
30
-
-
... More
Stone chips 10 mm size
16
-
-
... More
Coarse Sand
50
-
-
... More
High Yield Strength Deformed reinforcing Steel
10
-
-
... More
Bitumen VG-30
10
-
-
... More
Bitumen PMB-70
10
-
-
... More
Bitumen Emulsion (CSS 1)
10
-
-
... More
Sub-Base Materials
200
-
-
... More
Base Materials
200
-
-
... More
Premix carpet
2000
-
-
... More
Seal coat
2000
-
-
... More
PCC M15
200
-
-
... More
Tiper (Capacity 5.0 cum)
50
-
-
... More
Water Tanker (Heavy)
50
-
-
... More
Excavator (Bucket capacity 1.0 cum)
50
-
-
... More
Front End Loader (Bucket Capacity 1.0 cum)
50
-
-
... More
Tractor including blade or ripper
30
-
-
... More
Road Roller (Capacity 8-10T)
50
-
-
... More
Motor Grader (Heavy)
30
-
-
... More
Air Compressor
30
-
-
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