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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC work order |
| 2 | L2₹1.2 Cr+₹3.6 L (3.10%)Rejected-Finance SOUTH THOTTAM PALAKKANTHU PO DINDIGUL WEST TALUK DINDIGUL 624 019 TAMIL NADU | 624019 | ₹1.2 Cr+₹3.6 L (3.10%) | L2 | Rejected-Finance Rejected |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
16 May 2025, 3:00 pmClosed
The Project Director,DRDA,Dindigul
The Project Director,DRDA,Dindigul
Mudhalvarin Grama Salaigal Membattu Thittam MGSMT 2025-26 Phase II in Oddanchatram block 2 Nos of Dindigul District TN05-52
2025_RDTN_555216_1
DIPR No.1714-Tenders-2025
Open Tender
Civil Works
Item Wise
180 days
DRDA
Mudhalvarin Grama Salaigal Membattu Thittam MGSMT 2025-26 Phase II in Oddanchatram block 2 Nos of Dindigul District TN05-52
3 documents required · 3 mandatory
₹0
₹1.2 L
DRDA,DINDIGUL
27 Jun 2025
8 May 2025
16 May 2025
8 May 2025
16 May 2025
8 May 2025
12 May 2025
Amount
Name of the work : 1. Strengthening and Upgradation of the road from Anna nagar - South Malai Adivaram (Via,Kannappa nagar and AKS Thottam road. km 0/0 - 1/890 (R 146) Estimate amount : Rs. 98.01 Lakhs
A. Construction work 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.
Earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per SS20A
Picking the existing worn - out WBM / BT surface using 5 - 10 cm thick including allcost andconveyance of all materials and all labour charges etc complete
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) .
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 surface preparatory to another bituminous construction over it.. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
Providing and laying Tack coat over WMM 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 bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification..
BC 25/30/40mmTK (Gr.II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminious concrete to 25mm 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
Providing and Laying Gravel Soling to compacted thick including cost & 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 power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.
Provision for Km stone, Hm stone,Guardstone,Name board, Logo board and Cautionary sign boards etc.
HM stone
Provision for Information board
Provision for Sign board
Construction of Single Span of 1.50m RCC Slab Culvert at ch.593m
Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B Including all other incidental charges such as slurring strutting, baling out water forming, protective bunds etc., complete for foundation.
Providing and laying for plain cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials at site and watering and compacting etc.,complete complying with standard specifications
Providing and laying for plain cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials at site and watering and compacting etc.,complete complying with standard specifications
Providing and laying Plain cement concrete 1:2:4 using 20mm ISS HBG metal in superstructure as per drawings and MORD technical specification clauses 800,1250.4 & 1205.5 Design mix M25 for Bed block & Dirt wall
Providing and laying Reinforced cement concrete 1:1.5:3 using 20mm ISS HBG metal in superstructure as per drawings and MORD technical specification clauses 800,1250.4 & 1205.5 Design mix M25 for Deck slab
Centering : Supplying and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as using mild steel sheets of size 90 x 40 cm and BG 10 stiffened with welded mild steel angle of size 25x25x3mm for boarding laid over silver oak (country wood) joists of size 10x6.50cm spaced at about 90 centre to centre and supported by casaurina props of 10 - 13cm dia spaced at 75cm c/c etc. complete. for Below sill
Centering : Supplying and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as using mild steel sheets of size 90 x 40 cm and BG 10 stiffened with welded mild steel angle of size 25x25x3mm for boarding laid over silver oak (country wood) joists of size 10x6.50cm spaced at about 90 centre to centre and supported by casaurina props of 10 - 13cm dia spaced at 75cm c/c etc. complete. for Above sill
Supply and fabrication of S-415 steel required for all RCC items of works involved in the schedule including cost of steel at site including cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover, blocks and all other incidental charges etc complete, as per standard specification for culvert.for Bed block & Deck slab
Providing and fixing Bitumen Pad in between Deck slabs over abutment and pier as shown in the Drawing including cost and conveyance of expansion Joints including Shalimar pad and joint sealant etc., Complete 1 joint.
Providing and fixing Kraft paper full width of deck slab and including cost and conveyance to work site, labour for fixing the same in corect position and all other incidental charges etc.,complete as per standard specifications.
Gravel filling behind the Abutments and wings with clean gritty gravel including cost and conveyance of gravel to worksite, including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density all other incidental charges etc., complete.
Providing and fixing 100 mm Dia PVC Seepage pipes of required lengths for abutment and retaining walls including cost and conveyance of all materials to work site. Cost and labour for semispherical back fill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing etc complete to drain the backfill as per standard specification.
Construction of Single Span of 1.50m RCC Slab Culvert at ch.1188m
Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B Including all other incidental charges such as slurring strutting, baling out water forming, protective bunds etc., complete for foundation.
Providing and laying for plain cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials at site and watering and compacting etc.,complete complying with standard specifications
Providing and laying for plain cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials at site and watering and compacting etc.,complete complying with standard specifications
Providing and laying Plain cement concrete 1:2:4 using 20mm ISS HBG metal in superstructure as per drawings and MORD technical specification clauses 800,1250.4 & 1205.5 Design mix M25 for Bed block & Dirt wall
Providing and laying Reinforced cement concrete 1:1.5:3 using 20mm ISS HBG metal in superstructure as per drawings and MORD technical specification clauses 800,1250.4 & 1205.5 Design mix M25 for Deck slab
Centering : Supplying and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as using mild steel sheets of size 90 x 40 cm and BG 10 stiffened with welded mild steel angle of size 25x25x3mm for boarding laid over silver oak (country wood) joists of size 10x6.50cm spaced at about 90 centre to centre and supported by casaurina props of 10 - 13cm dia spaced at 75cm c/c etc. complete. for Below sill
Centering : Supplying and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as using mild steel sheets of size 90 x 40 cm and BG 10 stiffened with welded mild steel angle of size 25x25x3mm for boarding laid over silver oak (country wood) joists of size 10x6.50cm spaced at about 90 centre to centre and supported by casaurina props of 10 - 13cm dia spaced at 75cm c/c etc. complete. for Above sill
Supply and fabrication of S-415 steel required for all RCC items of works involved in the schedule including cost of steel at site including cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover, blocks and all other incidental charges etc complete, as per standard specification for culvert.for Bed block & Deck slab
Providing and fixing Bitumen Pad in between Deck slabs over abutment and pier as shown in the Drawing including cost and conveyance of expansion Joints including Shalimar pad and joint sealant etc., Complete 1 joint.
Providing and fixing Kraft paper full width of deck slab and including cost and conveyance to work site, labour for fixing the same in corect position and all other incidental charges etc.,complete as per standard specifications.
Gravel filling behind the Abutments and wings with clean gritty gravel including cost and conveyance of gravel to worksite, including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density all other incidental charges etc., complete.
Providing and fixing 100 mm Dia PVC Seepage pipes of required lengths for abutment and retaining walls including cost and conveyance of all materials to work site. Cost and labour for semispherical back fill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing etc complete to drain the backfill as per standard specification.
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
Name of the work : 2. Strengthening of the road from Athikkombai Kumaravel Thottam to Thangavel Karuppanan Thottam road. km 0/0 - 0/700 (VPR 585) Estimate amount : Rs. 25.46 Lakhs
A. Construction work 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.
Earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per SS20A
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 surface preparatory to another bituminous construction over it.. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
Providing and laying Tack coat over WMM 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 bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification..
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm 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
Providing and Laying Gravel Soling to compacted thick including cost & 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 power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.
Provision for Km stone, Hm stone,Guardstone,Name board, Logo board and Cautionary sign boards etc.
HM stone
Provision for Information board
Provision for Sign board
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
P S STALIN CONTRACTOR (BID ID -1338182)
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