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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.9 LAccepted-AOC MADURAI MADURAI TAMIL NADU | MADURAI | TAMIL NADU | 625001 | L1 | Accepted-AOC work order | |
| 2 | L2₹76.8 L+₹4.0 L (5.46%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | M.RAMACHANDRAN L2 | SRI KUMARAN CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00Name of the Work :Strengthening the Road from G-S road to C.Ammapatty (Via) Karaiyampatty in Chinnuppai panchayat Km 0/0-1/490 Estimate Amount:Rs.71.28 lakhs | |||||
| 2.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 1,347 | Sqm | 8 ₹10,776 | 5 ₹6,735 Lowest |
| 3.00 | Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305. | 1,100 | Cum | 145 ₹1,59,500 | 131 ₹1,44,100 Lowest |
| 4.00 | Picking the existing BT surface up to 50mm depth including removing the stuff away from the site etc.complete | 1,095.92 | Sqm | 25 ₹27,398 | 21 ₹23,014.32 Lowest |
| 5.00Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 | |||||
| 6.00 | Km 0/0-1/0 | 545.85 | Cum | 2,500 ₹13,64,625 | 2,301 ₹12,56,000.85 Lowest |
| 7.00 | Km 1/0-1/49 | 182.25 | Cum | 2,500 ₹4,55,625 | 2,301 ₹4,19,357.25 Lowest |
| 8.00Providing 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 material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | |||||
| 9.00 | Km 0/0-1/0 | 3,691.25 | Sqm | 22 ₹81,207.5 | 19 ₹70,133.75 Lowest |
| 10.00 | Km 1/0-1/49 | 1,215 | Sqm | 22 ₹26,730 | 19 ₹23,085 Lowest |
Tender Value
Refer Docs
EMD Value
₹78,000
Closing Date
27 Jun 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Project Director,DRDA,Dindigul
The Project Director,DRDA,Dindigul
NABARD RIDF XXXI - 2025-26 Guziliamparai Block of 1 no of road Package No.TN05-04 of Dindigul District
2025_RDTN_571259_1
DPIR.No.2866-2025- DATE 06.06.2025
Open Tender
Civil Works
Item Wise
180 days
DRDA
NABARD RIDF XXXI - 2025-26 Guziliamparai Block of 1 no of road Package No.TN05-04 of Dindigul District
3 documents required · 3 mandatory
₹0
₹78,000
DRDA,DINDIGUL
11 Aug 2025
19 Jun 2025
27 Jun 2025
19 Jun 2025
27 Jun 2025
19 Jun 2025
20 Jun 2025
Amount
Name of the Work :Strengthening the Road from G-S road to C.Ammapatty (Via) Karaiyampatty in Chinnuppai panchayat Km 0/0-1/490 Estimate Amount:Rs.71.28 lakhs
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305.
Picking the existing BT surface up to 50mm depth including removing the stuff away from the site etc.complete
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5
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 material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
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.
BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25/30/40mm 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 50.30kgs of VG30 bitumen for premixing per 10sqm 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 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-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.
Suppy of Kilometre Stone of size 1.65m x0.45 x0.15m including all charges etc,
Suppy of Hectametre Stone of size 0.90 x 0.15cx 0.15 m including all charges etc,
Provision for 60 cm Equilateral triangle cautionary Sign Board
Construction of 1.50m RCC Slab culvert @ Ch 0/005
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
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 for bed blocks for 10 cum
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 Bed block &Deck slab
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
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
Below Sill level
Above Sill level
Gravel filling in Between the Body walls including cost and conveyance of Graval, Labour for filling watering and Campacting etc., complete
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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
Construction of 1.50m RCC Slab culvert @ Ch 0/863
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
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 for bed blocks for 10 cum
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 Bed block &Deck slab
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
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
Below Sill level
Above Sill level
Gravel filling in Between the Body walls including cost and conveyance of Graval, Labour for filling watering and Campacting etc., complete
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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
Construction of Retaining wall at Ch 0/920-0/935
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
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
Repairs to the CC road at Ch 1/410-1/490
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse with form work joint fillar board
PART (B) Maintenance Routine Maintenance After completion of construction works Maintenance I year
Maintenance II year
Maintenance III year
Maintenance IV year
Maintenance V year
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} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
M.RAMACHANDRAN (BID ID -1377997)
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