Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 Jul 2024
Closing Date24 Jul 2024
Tender Amount₹ 98,82,000
Costs
EMD
₹ 98,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_458595_1Bid Award Id
ViewTender No
No.1685/2024/A11 Date. 24.06.2024 27Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Picking old metalled/BT surface upto 10cm thick as directed by the 3 departmental officers
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KM 0/0 - 1/0
1000
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Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring. strutting, providing coffer dams, bailing out of water and other item 4 which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.
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-
KM 0/0 - 1/0
180
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-
Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course
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-
-
KM 0/0 - 1/0
90
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-
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
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-
KM 0/0 - 1/0
451.31
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-
Applying tack coat over Un Primed WMB/WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.
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-
-
KM 0/0 - 1/0
3008.75
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-
Applying tack coat over Un Primed WMB/WMM surface at 2.5Kg of RS1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying fie required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., completa as per clause 503 of MOST specification.
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-
KM 0/0 - 1/0
3008.75
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-
BC 25mm Thick (Grade-II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.3kgs of VG30/VG40 bitumen including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH part-5
Using plastic waste 8%
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KM 0/0 - 1/0
75.22
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-
Road - II : Strengthening of Aniyalai to Genasapuram Road 0/0-1/475 R215
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
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KM 0/0 - 1/475
1770
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-
Picking old metalled/BT surface upto 10cm thick as directed by the 3 departmental officers
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-
KM 0/0 - 1/475
1475
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-
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring. strutting, providing coffer dams, bailing out of water and other item 4 which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.
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-
KM 0/0 - 1/475
398.25
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-
Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course
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-
KM 0/0 - 1/0
225
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KM 1/0 - 1/475
64.13
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-
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
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-
-
KM 0/0 - 1/475
660.47
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-
Applying tack coat over Un Primed WMB/WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.
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-
KM 0/0 - 1/475
4403.2
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-
Applying tack coat over Un Primed WMB/WMM surface at 2.5Kg of RS1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying fie required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., completa as per clause 503 of MOST specification.
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KM 0/0 - 1/475
4442.5
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-
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.3kgs of VG30/VG40 bitumen including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all
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KM 0/0 - 1/475
111.06
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-
Provision for CD Works 1.50m RCC Slab culvert @ Ch:0/060 & 0/436
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-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
121.78
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-
Cement concrete 1.4.8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing. laying and curing etc complete.
17.96
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-
Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia at C/C etc, complete
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-
Below Sill Level
275
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Above Sill Level
41.24
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-
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
137.16
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-
Cement concrete 1.2 4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
5.38
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-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.66
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-
Reinforced cement concrete 1:1 1/2:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete
5.3
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-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
24
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-
Providing and Fixing Tar paper for bearing bin bed black & deck slab For culvert
7.2
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-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
88.86
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-
Provision for CD Works 1.50m RCC Slab culvert @ Ch:1/210
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-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
60.89
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-
Cement concrete 1.4.8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing. laying and curing etc complete.
8.98
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-
Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia at C/C etc, complete
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-
Below Sill Level
137.5
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-
Above Sill Level
20.62
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-
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
68.58
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-
Cement concrete 1.2 4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
2.69
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-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.33
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-
Reinforced cement concrete 1:1 1/2:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete
2.65
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-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
12
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-
Providing and Fixing Tar paper for bearing bin bed black & deck slab For culvert
3.6
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-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
44.43
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-
Provision for CD Works 3.00m RCC Slab culvert @ Ch:0/792
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
60.89
-
-
Cement concrete 1.4.8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing. laying and curing etc complete.
8.98
-
-
Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia at C/C etc, complete
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-
Below Sill Level
139.66
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-
Above Sill Level
33.2
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-
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
69.19
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-
Cement concrete 1.2 4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
3.12
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-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.85
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-
Reinforced cement concrete 1:1 1/2:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete
6.48
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-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
12
-
-
Providing and Fixing Tar paper for bearing bin bed black & deck slab For culvert
3.6
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
44.43
-
-
Provision for Retaining Wall @ Ch:
-
-
-
Earthwork excavation and depositing on bank within initial lead of 10m
59.4
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-
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to 2 site and all labour charges for mixing, laying and curing etc complete
14.85
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-
Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia at C/C etc, complete
262.38
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-
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
131.61
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-
Provision for Hectametre Stones
6
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-
Provision for Kilometer Stones
1
-
-
Provision for Citizen Information board cum Name Board
1
-
-
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
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-
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