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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹71.0 LAccepted-AOC | 1 | Accepted-AOC Lowest tenderer | |
| 2 | 2₹74.6 L+₹3.6 L (5.05%)Rejected-AOC | 2 | Rejected-AOC . |
Tender Value
₹72.5 L
EMD Value
₹72,500
Closing Date
12 Jul 2024, 3:00 pmClosed
Project Director
DRDA, 1st floor, Theni
1. Renewal BT of T.Mettupatty to alagernayakanpatty road via T.Ovalapuram km 0/0-1/0 2. Renewal BT of T.Renganathapuram-Manapparai road km 0/0-1/35 3. Strengthening of ROAD BRANCHING FROM KM 12/2 OF BODI-THEVARAM TO CHELLAYEEPURAM Km 0/0-0/8
2024_RDTN_458909_1
DIPR/2074/Tender/2024 Dated 26.06.2024
Open Tender
Civil Works - Roads
Item Rate
180 days
Theni
As per tender documents
3 documents required · 3 mandatory
₹0
₹72,500
DRDA, 1st floor, Theni
7 Aug 2024
4 Jul 2024
12 Jul 2024
4 Jul 2024
12 Jul 2024
5 Jul 2024
5 Jul 2024
Amount
Renewal BT road from T.Mettupatty - T.Alagarnaickanpatty road via T.Ovulapuram Km 0/0-1/0 (R23) Clearing Scrub Jungle with uprooting including all cutting charges and depositing of the products and clearing as directed by the departmental officers including all labour charges etc., complete.
Picking the existing metal surface 7.5 cm much removing the picked up stuff to the sides, collection all useful metal leveling and sectioning top camper power roller ansolidation by power roller etc.,
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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM/WBM surface preparatory to another bituminous construction over it.
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 other incidental charges etc.,
Providing and laying Tack coat over B.T surface using 3.00Kg 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 other incidental charges etc.,
BITUMINOUS CONCRETE 25, 30/40 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
Collection and Supply of Red gravel from the approved quarry incl cost and conveyence of all materials to site incl all labour charges for spreading and compaction with power roller etc for shouklders etc to complete
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Road markers / road stud with lens reflectors25
provition for steel sighn board
provition for steel name board
Provision for KM stone
Provision for HM stone
Renewal BT road from T.Renganathapuram - Manaparai raod Km 0/0-1/350 (R13)
Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,
Picking the existing metal surface 7.5 cm much removing the picked up stuff to the sides, collection all useful metal leveling and sectioning top camper power roller ansolidation by power roller etc.,
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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM/WBM surface preparatory to another bituminous construction over it.
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 other incidental charges etc.,
Providing and laying Tack coat over B.T surface using 3.00Kg 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 other incidental charges etc.,
BITUMINOUS CONCRETE 25, 30/40 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
Collection and Supply of Red gravel from the approved quarry incl cost and conveyence of all materials to site incl all labour charges for spreading and compaction with power roller etc for shouklders etc to complete
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Road markers / road stud with lens reflectors25
provition for steel sighn board
provition for steel name board
Provision for KM stone
Provision for HM stone
Toe wall with ramp
Earth work excavating and depositing on bank with an initial lead of 10M and initial lift of 2M in light black cotton soil, hard stiff clay, stiff black cotton, hard red earth, shales, Muram, gravel stoney earth and etc., as per SS 20B.(TNBP SS No. 23 & 24)
Cement Concrete 1:4:8 (One cement four sand and Eight hard brocken stone) using 40MM. gauge hand brocken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm. thick, compacting etc. complete complying with standard specification and as directed.
Centering shuttering including necessary support for plane surface in Foundation and Basement and in all floors using mild steel sheets of size 90x60 cm and 10 gauge stiffened, welded with steel angles of size 25mmx25mm x3mm for boarding laid over silver oak (country wood) joints of 10cm size x6.5cm size spaced at about 90 cm center to center and supported casuarina props of 10 cm to 13 cm dia spaced at 75 cm center to center complete complying with standard specification.
Core wall
Cement Concrete 1:3:6 using 20MM. gauge hand brocken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm. thick, compacting etc. complete complying with standard specification and as directed.
Cement Concrete 1:3:6 using 40MM. gauge hand brocken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm. thick, compacting etc. complete complying with standard specification and as directed.
Cement Concrete 1:2:4 using 40MM. gauge hand brocken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm. thick, compacting etc. complete complying with standard specification and as directed.
Strengthening of road branching from Km 12/2 Bodi Thevaram to Chellayeepuram road Km 0/0-0/800 (R21)
Picking the existing metal surface 7.5 cm much removing the picked up stuff to the sides, collection all useful metal leveling and sectioning top camper power roller ansolidation by power roller etc.,
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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM/WBM surface preparatory to another bituminous construction over it.
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 other incidental charges etc.,
Providing and laying Tack coat over B.T surface using 3.00Kg 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 other incidental charges etc.,
BITUMINOUS CONCRETE 25, 30/40 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
Collection and Supply of Red gravel from the approved quarry incl cost and conveyence of all materials to site incl all labour charges for spreading and compaction with power roller etc for shouklders etc to complete
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Earth work excavation borrow pts to filling in all classes of soil such as sand sit or other loose soil, wet sand, or silet not undr water, light black cottong soil, sandy loam and ordinary soil including excavated earth as per SS 20A
Cement concrete -1:4:8using 40 mm metal (ISS HBG metal) including cost and conveyance of all materials to site and all labour charges etc
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Road markers / road stud with lens reflectors25
provition for steel sighn board
Provision for name board
Provision for HM stone
Retaining wall
Earth work excavation borrow pts to filling in all classes of soil such as sand sit or other loose soil, wet sand, or silet not undr water, light black cottong soil, sandy loam and ordinary soil including excavated earth as per SS 20A
Cement concrete -1:4:8using 40 mm metal (ISS HBG metal) including cost and conveyance of all materials to site and all labour charges etc
supplying ,erecting and centring including cost and conveyance of all materials to site and all labour charges etc
Cement concrete -1:3:6using 40 mm metal (ISS HBG metal) including cost and conveyance of all materials to site and all labour charges etc
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}
P.Sumalatha (BID ID -1078788)
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