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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₹89.5 LAccepted-AOC | L1 | Accepted-AOC work order | |
| 2 | L2₹92.1 L+₹2.6 L (2.89%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | VIHAAN CONSTRUCTIONS L2 | AATHAVAN COSNTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00Name of the work : 1. Upgradation to the Road From Koothampoondi Moolanur Karumankinaru to District Limit KM 0/0-1/900 at Koothampoondi Panchayat (R-602). Estimate amount : Rs. 94.95 Lakhs | |||||
| 2.00A. 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. | |||||
| 3.00 | Km 0/0 -1/900 | 3,983.91 | Sqm | 8 ₹31,871.28 | 6 ₹23,903.46 Lowest |
| 4.00Earth 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 | |||||
| 5.00 | Km 0/0 -1/900 | 1,365.91 | Cum | 150 ₹2,04,886.5 | 140 ₹1,91,227.4 Lowest |
| 6.00Construction of Granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | |||||
| 7.00 | Km 0/0 -1/0 | 495.59 | Cum | 2,500 ₹12,38,975 | 2,419 ₹11,98,832.21 Lowest |
| 8.00 | Km 1/0 -1/900 | 445.5 | Cum | 2,500 ₹11,13,750 | 2,419 ₹10,77,664.5 Lowest |
| 9.00Providing 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. | |||||
| 10.00 | Km 0/0 -1/0 | 450.94 | Cum | 2,500 ₹11,27,350 | 2,476 ₹11,16,527.44 Lowest |
Tender Value
Refer Docs
EMD Value
₹95,000
Closing Date
3 Sept 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
Mudhalvarin Grama Salaigal Membattu Thittam MGSMT 2025-26 Phase III Thoppampatti Block 1 No of Dindigul District TN05-87
2025_RDTN_594386_1
DIPR NO.4437-2025
Open Tender
Civil Works
Item Wise
180 days
DRDA
Mudhalvarin Grama Salaigal Membattu Thittam MGSMT 2025-26 Phase III Thoppampatti Block 1 No of Dindigul District TN05-87Mudhalvarin Grama Salaigal Membattu Thittam MGSMT 2025-26 Phase III Thoppampatti Block 1 No of Dindigul District TN05-87
3 documents required · 3 mandatory
₹0
₹95,000
DRDA,DINDIGUL
15 Oct 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
28 Aug 2025
Amount
Name of the work : 1. Upgradation to the Road From Koothampoondi Moolanur Karumankinaru to District Limit KM 0/0-1/900 at Koothampoondi Panchayat (R-602). Estimate amount : Rs. 94.95 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
Construction of Granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401
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.
Construction of Single Span of 1.50m RCC Slab Culvert at 5m
Earth Work excavation for foundation in all soils and to full depth as may as be directed in hard rock requiring plastering but inclusive of shorting, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth as per SS20B
1.50m RCC Slab Culvert
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications.
1.50m RCC Slab Culvert
Cemant Concrete 1:4:8 using 40mm gauge hard broken stone jelly for foundation including watering necessary and laid in layers not more than 15cm thick compacting etc,
1.50m RCC Slab Culvert
Cemant Concrete 1:3:6 using 40mm gauge hard broken stone jelly for foundation including watering necessary and laid in layers not more than 15cm thick compacting etc, (Below Sill)
1.50m RCC Slab Culvert
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
1.50m RCC Slab Culvert
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
1.50m RCC Slab Culvert
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 (Below Sill Level)
1.50m RCC Slab Culvert
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 (Above Sill Level)
1.50m RCC Slab Culvert
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
1.50m RCC Slab Culvert
Providing and fixing PVC EXPANSION JOINT 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.
1.50m RCC Slab Culvert
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.
1.50m RCC Slab Culvert
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 ch
1.50m RCC Slab Culvert
Gravel filling between body wall including cost and conveyance of gravel labour for filling watering and compacting etc complete complying with standard specifications and as directed by the Departmenal officer
1.50m RCC Slab Culvert
Provision for Km stone, Hm stone,Guardstone,Name board, Logo board and Cautionary sign boards etc.
KM stone
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}
VIHAAN CONSTRUCTIONS (BID ID -1445561)
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