Rural Development And Panchayat Raj Department Tender
... More
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 May 2025
Closing Date29 May 2025
Tender AmountRefer Documents
Costs
EMD
₹ 4,72,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Ramanathapuram District - Ramanathapuram And R S Mangalam Block - 05/mgsmt/2025-26
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_RDTN_556742_32Tender No
DIPR/1714/Tender/2025Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
... More
KM 0/0-0/460
27.6
-
-
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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 0/0-0/460
258.75
-
-
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Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
-
-
-
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KM 0/0-0/460
1725
-
-
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Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all
-
-
-
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KM 0/0-0/460
1725
-
-
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BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
-
-
-
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KM 0/0-0/460
43.13
-
-
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Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface
92
-
-
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Hecta metre stone
3
-
-
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providing and Fixing of Sign Board for Stanadard Spectifiaction
1
-
-
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60cm Cricle and Fixing of Sign Board for Stanadard Spectifiaction
1
-
-
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Part II :- Strengtheing the road From BT road in devakottai - Devipattinam Road to Munthuvarkondan Road Km 0/0-1/250 (R-30) in Ramanathapruam Block.
-
-
-
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Picking the Existing B.T surface including all labour charges etc complete
-
-
-
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KM 0/0-1/250
1562.5
-
-
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Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.
-
-
-
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KM 0/0-1/250
223.96
-
-
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Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
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KM 0/0-1/0
59.83
-
-
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KM 1/0-1/250
14.83
-
-
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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
372.64
-
-
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KM 1/0-1/250
92.66
-
-
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Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
-
-
-
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KM 0/0-1/250
4675.5
-
-
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Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all
-
-
-
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KM 0/0-1/250
4697.25
-
-
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BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
-
-
-
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KM 0/0-1/0
93.99
-
-
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KM 1/0-1/250
23.44
-
-
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Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface
250
-
-
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60cm Equilateral trainangle Cautinotry Sign Board
2
-
-
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60cm cricle sign board
1
-
-
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Chevron Signs 90cm Octagan Curves
1
-
-
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Kilo metre stone
1
-
-
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Hecta metre stone
5
-
-
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Culvert 1.50m Span CH- 750 M
-
-
-
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Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.
150.54
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-
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Cement concrete with (1:4:8) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.
5.25
-
-
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Below G.L Supply nd erection of Steel Centering including cost and all labour charges for concrete works etc., complete
133.84
-
-
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Above G.L Supply nd erection of Steel Centering including cost and all labour charges for concrete works etc., complete
25.33
-
-
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Cement concrete with (1:3:6) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.
76.92
-
-
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Cement concrete with (1:2:4) mix using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.
3.36
-
-
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R.C.C (1:1 1/2:3) using 20mm HBG metal including cost and conveyance of all labour charges etc.
3.31
-
-
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Suppling and fabrication charges for Steel including cost and conveyance of all materials and labour charges etc complete.
0.34
-
-
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Provision for Bitumen Pad Including all Labour Charges
3.15
-
-
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Culvert 1.50m Span CH- 1050 M
-
-
-
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Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.
150.54
-
-
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Cement concrete with (1:4:8) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.
5.25
-
-
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Below G.L Supply nd erection of Steel Centering including cost and all labour charges for concrete works etc., complete
133.84
-
-
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Above G.L Supply nd erection of Steel Centering including cost and all labour charges for concrete works etc., complete
25.33
-
-
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Cement concrete with (1:3:6) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.
76.92
-
-
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Cement concrete with (1:2:4) mix using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.
3.36
-
-
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R.C.C (1:1 1/2:3) using 20mm HBG metal including cost and conveyance of all labour charges etc.
3.31
-
-
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Suppling and fabrication charges for Steel including cost and conveyance of all materials and labour charges etc complete.
0.34
-
-
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Provision for Bitumen Pad Including all Labour Charges
3.15
-
-
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Part III: Strengtherning the road From Ramnad Devipattinam road to Madurai Rameshwaram Road via School in Peravoor Panchayat KM 0/0-0/470 (R-568) in Ramanathapuram Block.
-
-
-
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Picking the Existing B.T surface including all labour charges etc complete
-
-
-
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KM 0/0-0/470
562.5
-
-
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Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.
-
-
-
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KM 0/0-0/470
98.7
-
-
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Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
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KM 0/0-0/470
42.3
-
-
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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 0/0-0/470
253.13
-
-
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Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
-
-
-
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KM 0/0-0/470
1687.5
-
-
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Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all
-
-
-
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KM 0/0-0/470
1875.1
-
-
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BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
-
-
-
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KM 0/0-0/470
46.88
-
-
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Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface
94
-
-
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60cm Equilateral trainangle Cautinotry Sign Board
1
-
-
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60cm cricle sign board
1
-
-
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Part IV :- Strengtheing the road From Mudukutharavai Road ( shanmugavel Nagar ) in Therkutharavai Panchayat KM 0/0-0/760 (R-210) in Ramanathapuram Block.
-
-
-
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Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.
-
-
-
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KM 0/0-0/760
136.8
-
-
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Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
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KM 0/0-0/760
68.4
-
-
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Constrction of Granular Sub Base by Providing Well Graded Matreial (25mm to 4.75 mm IRC HBG Metal including all the Labour Charge)
-
-
-
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KM 0/0-0/760
285.98
-
-
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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 0/0-0/760
428.96
-
-
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Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
-
-
-
... More
KM 0/0-0/760
2859.75
-
-
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Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all
-
-
-
... More
KM 0/0-0/760
2859.75
-
-
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BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
-
-
-
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KM 0/0-0/760
71.49
-
-
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Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface
152
-
-
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60cm Equilateral trainangle Cautinotry Sign Board
1
-
-
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60cm cricle sign board
1
-
-
... More
Hecta metre stone
4
-
-
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Part V- Strengthening the Road From Vattakudi to Poothondi Road KM 0/0-1/750 (R-17) in Ramanathapuram Block.
-
-
-
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Picking the Existing B.T surface including all labour charges etc complete
-
-
-
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KM 0/0-1/750
2180.25
-
-
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Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.
-
-
-
... More
KM 0/0-1/750
523.26
-
-
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Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
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KM 0/0-1/0
149.57
-
-
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KM 1/0-1/750
112.07
-
-
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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
375.55
-
-
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KM 1/0-1/750
281.79
-
-
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Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
-
-
-
... More
KM 0/0-1/750
6573.35
-
-
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Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all
-
-
-
... More
KM 0/0-1/750
6595.1
-
-
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BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
-
-
-
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KM 0/0-1/0
94.16
-
-
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KM 1/0-1/750
66.69
-
-
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Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface
350
-
-
... More
Kilo metre stone
1
-
-
... More
Hecta metre stone
7
-
-
... More
providing and Fixing of Sign Board for Stanadard Spectifiaction
3
-
-
... More
Part VI:Strengthening to the Rathanoor - Muthankottai Road Km 0/0 - 1/450 R-145 in R.S.Mangalam Block.
-
-
-
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Clearing the Light Jungle with out uprooting including all labour charges
1044
-
-
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Picking the Existing B.T surface including all labour charges etc complete
1450
-
-
... More
Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.
-
-
-
... More
km 0/0 -1/500
520.96
-
-
... More
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
... More
km 0/0 -1/0
119.65
-
-
... More
km 1/0-1/450
54
-
-
... More
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.
-
-
-
... More
km 0/0 -1/0
451.19
-
-
... More
km 1/0 -1/450
202.5
-
-
... More
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
-
-
-
... More
km 0/0 -1/0
3007.96
-
-
... More
km1/0-1/450
1350
-
-
... More
Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all
-
-
-
... More
km 0/0 -1/0
3013.66
-
-
... More
km 1/0-1/450
1350
-
-
... More
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
-
-
-
... More
km 0/0 -1/450
109.17
-
-
... More
Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface
290
-
-
... More
Hecta metre stone
6
-
-
... More
KM Stone
1
-
-
... More
60 cm Equilateral Traingle cautionary Sign board
3
-
-
... More
Reflector
18
-
-
... More
CONSTRUCTION OF 1.5M SPAN CULVERT CH- 380M
-
-
-
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
168.32
-
-
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Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation
5.18
-
-
... More
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 for 10 cum.(BELOW SILL)
54.18
-
-
... More
Cement concrete 1:3:6 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 for 10 cum (ABOVE SILL)
33.39
-
-
... More
Cement concrete of 1:2:4 mix using 20mm ISS HBG metal including all costs and conveyance of materials, labour charges etc., complete.
3.36
-
-
... More
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metalincluding cost and conveyance of all materials to site and alllabour charges for mixing, laying, and curing etc complete for 10 cum
3.31
-
-
... More
Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mildsteel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and officers including conveyance of all materials to site and proper centering etc complete.
181.95
-
-
... More
Suppling and fabrication charges for Steel including cost and conveyance of all materials and labour charges etc complete.
0.3
-
-
... More
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
8.78
-
-
... More
Part VII: Strengthening to the Road From Thalakkavur Road to Muppaiyur Vilakku Km 0/0 - 1/500 R-119 in R.S.Mangalam Block.
-
-
-
... More
Clearing the Light Jungle with out uprooting including all labour charges
1080
-
-
... More
Picking the Existing B.T surface including all labour charges etc complete
1500
-
-
... More
Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.
-
-
-
... More
km 0/0 -1/500
523.8
-
-
... More
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
... More
km 0/0 -1/0
114.6
-
-
... More
km 1/0-1/500
60
-
-
... More
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.
-
-
-
... More
km 0/0 -1/0
432.25
-
-
... More
km 1/0 -1/500
225
-
-
... More
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
-
-
-
... More
km 0/0 -1/0
2881.66
-
-
... More
km1/0-1/500
1500
-
-
... More
Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all
-
-
-
... More
km 0/0 -1/0
2881.66
-
-
... More
km 1/0-1/500
1500
-
-
... More
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
-
-
-
... More
km 0/0 -1/500
137.16
-
-
... More
Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface
300
-
-
... More
Hecta metre stone
6
-
-
... More
KM Stone
1
-
-
... More
60 cm Equilateral Traingle cautionary Sign board
3
-
-
... More
CONSTRUCTION OF TOE WALL CH- 460-847m
-
-
-
... More
Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.
197.24
-
-
... More
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation
50.76
-
-
... More
Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete
1016.24
-
-
... More
CC1:3:6 mix using 40 mm ISS HBG metal including cost and conveyance and all lanour charges etc complete
293.96
-
-
... More
CONSTRUCTION OF HARDBED CH- 847m
-
-
-
... More
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
76.73
-
-
... More
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation
45.93
-
-
... More
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and of conveyance of all materials and all labour charges etc., complete for foundation
38.68
-
-
... More
Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mildsteel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and officers including conveyance of all materials to site and proper centering etc complete.
162.9
-
-
... More
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
47.95
-
-
... More
Part - VIII Strengthening the road From Anandhur Road to Selvanoor road in Sirunagudi Panchayat (R-342) km 0/0- 1/050 in R.S.Mangalam Block.
-
-
-
... More
Clearing the Light Jungle with out uprooting including all labour charges
756
-
-
... More
Picking the Existing B.T surface including all labour charges etc complete
1312.5
-
-
... More
Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.
-
-
-
... More
km 0/0 -0/500
363.6
-
-
... More
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
... More
km 0/0 -1/00
115.2
-
-
... More
km 1/0 -1/050
6
-
-
... More
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.
-
-
-
... More
km 0/0 -1/00
541.71
-
-
... More
km 1/0 -1/050
28.13
-
-
... More
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
-
-
-
... More
km 0/0 -1/00
3611.41
-
-
... More
km 1/0 -1/050
187.5
-
-
... More
Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all
-
-
-
... More
km 0/0 -1/00
3611.41
-
-
... More
km 1/0 -1/050
187.5
-
-
... More
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
-
-
-
... More
km 0/0 -1/050
94.97
-
-
... More
Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface
210
-
-
... More
Hecta metre stone
4
-
-
... More
km stone
1
-
-
... More
60 cm Equilateral Traingle cautionary Sign board
3
-
-
... More
Construction for Toe wall CH 33 -244m, Ch 317 - 781m , Ch 850 - 1029m
-
-
-
... More
Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.
345.88
-
-
... More
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation
76.86
-
-
... More
Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete
1540.31
-
-
... More
CC1:3:6 mix using 40 mm ISS HBG metal including cost and conveyance and all lanour charges etc complete
441.94
-
-
... More
construction for hardbed Ch 245m
-
-
-
... More
Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.
69.23
-
-
... More
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation
31.98
-
-
... More
Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete
119.12
-
-
... More
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and of conveyance of all materials and all labour charges etc., complete for foundation
28.6
-
-
... More
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
42.55
-
-
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