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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC NO 1108 2A SEVUKAMPATTI VILLAGE MADURAI MAIN ROAD DINDIGUL 624211 | DINDIGUL | TAMIL NADU | 624211 | ₹1.2 Cr | L1 | Accepted-AOC WORK ORDER |
| 2 | L2₹1.3 Cr+₹5.7 L (4.58%)Rejected-Finance NULL | ₹1.3 Cr+₹5.7 L (4.58%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | A RAMALINGAM L2 | S S CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Name of the Work :- UPGRADATION OF THE ROAD FROM AMBETHKAR COLONY TO PALAMPUTHUR ROAD R - 175 Km 0/0 - 2/0. Estimate Amount : Rs. 126.46 Lakhs | |||||
| 2.00Clearing 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 | |||||
| 3.00 | Km. 0/0 - 1/0 | 1,800 | M2 | 8.4 ₹15,120 | 8 ₹14,400 Lowest |
| 4.00 | Km. 1/0 - 2/0 | 1,800 | M2 | 8.4 ₹15,120 | 8 ₹14,400 Lowest |
| 5.00Earth work excavation from borrow pits for filling in all classes of soils, such as gravelly soil hard red earth shales, murrams gravel stoney earth and earth mixed with 50% lair sized boulders and hard gravel soil exept sand and hard rock requiring blast | |||||
| 6.00 | Km. 0/0 - 1/0 | 540 | M3 | 205 ₹1,10,700 | 196 ₹1,05,840 Lowest |
| 7.00 | Km. 1/0 - 2/0 | 540 | M3 | 205 ₹1,10,700 | 196 ₹1,05,840 Lowest |
| 8.00Providing and Laying Gravel to a 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 | |||||
| 9.00 | Km. 0/0 - 1/0 | 335.78 | M3 | 380 ₹1,27,596.4 | 362 ₹1,21,552.36 Lowest |
| 10.00 | Km. 1/0 - 2/0 | 337.5 | M3 | 380 ₹1,28,250 | 362 ₹1,22,175 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
24 Feb 2026, 3:00 pmClosed
The Project Director DRDA Dindigul
The Project Director DRDA Dindigul
Strengthening and 5 years maintenance of 1 no road works in Kodaikanal Block NABARD RIDF 2026-2027 in Dindigul District TN05-12
2026_RDTN_658176_1
DIPR-1062-Tender 2026
Open Tender
Civil Works
Item Wise
180 days
DRDA DINDIGUL
Strengthening and 5 years maintenance of 1 no road works in Kodaikanal Block NABARD RIDF 2026-2027 in Dindigul District TN05-12
3 documents required · 3 mandatory
₹0
₹1.3 L
DRDA DINDIGUL
28 Mar 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
20 Feb 2026
Name of the Work :- UPGRADATION OF THE ROAD FROM AMBETHKAR COLONY TO PALAMPUTHUR ROAD R - 175 Km 0/0 - 2/0. Estimate Amount : Rs. 126.46 Lakhs
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
Earth work excavation from borrow pits for filling in all classes of soils, such as gravelly soil hard red earth shales, murrams gravel stoney earth and earth mixed with 50% lair sized boulders and hard gravel soil exept sand and hard rock requiring blast
Providing and Laying Gravel to a 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
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 1
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.
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
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 fixing of KM stones for standard specification
Providing and fixing of HM stones for standard specification
Providing and fixing of 60 cm Equilateral triangle cautionary signboard standard specification
Construction of RCC Slab Culvert 3.00 m span @ 155m
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
CC 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (For Foundation)
CC 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (for Below sill)
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes
Sub structure
Super structure
PCC 1:2 :4 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement and including all labour charges etc., complete as directed by the Engineer (Bed block)
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works including cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
Providing Weep Holes in Brick masonry reinforced cc wih 100mm Dia AC pipe extending through the full witdh of the struction with standard specification
Provision for Expansion joint inbetween the dirt wall & Deck in Abutment and inbetween deck in Pier in standard specification
Providing and laying Kraft paper barring between deck slab and bed block to the full width of seating
Gravel filling in Between the Body walls including cost and conveyance of Graval, Labour for filling watering and Campacting etc., complete
Construction of RCC Slab Culvert 1.50 m span @ 697m
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
CC 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (For Foundation)
CC 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (for Below sill)
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes
Sub structure
Super structure
PCC 1:2 :4 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement and including all labour charges etc., complete as directed by the Engineer (Bed block)
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works including cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
Providing Weep Holes in Brick masonry reinforced cc wih 100mm Dia AC pipe extending through the full witdh of the struction with standard specification
Provision for Expansion joint inbetween the dirt wall & Deck in Abutment and inbetween deck in Pier in standard specification
Providing and laying Kraft paper barring between deck slab and bed block to the full width of seating
Gravel filling in Between the Body walls including cost and conveyance of Graval, Labour for filling watering and Campacting etc., complete
Construction of RCC Slab Culvert 1.50 m span @ 954m
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
CC 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (For Foundation)
CC 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (for Below sill)
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes
Sub structure
Super structure
PCC 1:2 :4 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement and including all labour charges etc., complete as directed by the Engineer (Bed block)
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works including cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
Providing Weep Holes in Brick masonry reinforced cc wih 100mm Dia AC pipe extending through the full witdh of the struction with standard specification
Provision for Expansion joint inbetween the dirt wall & Deck in Abutment and inbetween deck in Pier in standard specification
Providing and laying Kraft paper barring between deck slab and bed block to the full width of seating
Gravel filling in Between the Body walls including cost and conveyance of Graval, Labour for filling watering and Campacting etc., complete
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)
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