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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC Admitted |
| 2 | L2₹1.2 CrRejected-AOC | ₹1.2 Cr | L2 | Rejected-AOC Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected Due to Experiance of similar nature of work not submited |
| Sl No | Description | Qty | Unit | Sri Gowri Association L2 | Alagesan Contractor L1 |
|---|---|---|---|---|---|
| 1.001.Strengthening of Road from P W D channal to Pavakkal - Nallvampatti BT road (via) Puliyanthoppu, Kamaraj Nagar Km 0/0 -3/0 H/o Pavakkal (R-336) Estimate Amount : Rs.121.790 Lakhs | |||||
| 2.00 | 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.
Km 0/0/-3/0 | 3,240 | Sqm | 6.38 ₹20,671.20 | 6.35 ₹20,574 |
| 3.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Km 0/0/-3/0 | 1,512.7 | Sqm | 140.87 ₹2.1 L | 140.31 ₹2.1 L |
| 4.00 | Picking Existing BT Surface including all labour and Materials etc complete
Km 0/0/-3/0 | 3,768.29 | Sqm | 23.43 ₹88,291.03 | 23.34 ₹87,951.89 |
| 5.00 | Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms
Km 0/0/-3/0 | 897.39 | Cum | 342.12 ₹3.1 L | 340.76 ₹3.1 L |
| 6.00 | 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.
Km 0/0/-3/0 | 1,424.41 | Cum | 2,678.22 ₹38.1 L | 2,667.54 ₹38.0 L |
| 7.00 | 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.
Km 0/0/-3/0 | 11,394.88 | Sqm | 86.88 ₹9.9 L | 86.53 ₹9.9 L |
| 8.00 | 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.,
Km 0/0/-3/0 | 11,427.5 | Sqm | 20.34 ₹2.3 L | 20.26 ₹2.3 L |
| 9.00 | Providing and laying Bituminous Concrete to 25mm 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 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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
Km 0/0/-3/0 | 285.69 | Sqm | 11,684.61 ₹33.4 L | 11,638.01 ₹33.2 L |
| 10.00Construction of Retaining Wall CH 1137 to 1158m ( Sub Estimate ) | |||||
Updated dates
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
17 Feb 2026, 3:00 pmClosed
DRDA Krishnagiri
DRDA Krishnagiri
Krishnagiri DT Uthangarai Block under DMFT 2025-2026 Strengthening of the Road From PWD Channel to Pavakkal - nallavamaptti BT Road via Puliyanthoppu_kamraj Nagar Panchayat Package No 21 DMFT 2025-2026
2026_RDTN_654067_1
RocNo_15_2026_Mines_03_02_2026
Open Tender
Civil Works - Roads
180 days
Uthangarai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.2 L
DRDA Krishnagiri
24 Mar 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
11 Feb 2026
1.Strengthening of Road from P W D channal to Pavakkal - Nallvampatti BT road (via) Puliyanthoppu, Kamaraj Nagar Km 0/0 -3/0 H/o Pavakkal (R-336) Estimate Amount : Rs.121.790 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 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. Km 0/0/-3/0
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A Km 0/0/-3/0
Picking Existing BT Surface including all labour and Materials etc complete Km 0/0/-3/0
Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms Km 0/0/-3/0
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. Km 0/0/-3/0
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. Km 0/0/-3/0
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., Km 0/0/-3/0
Providing and laying Bituminous Concrete to 25mm 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 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 Km 0/0/-3/0
Construction of Retaining Wall CH 1137 to 1158m ( Sub Estimate )
Earth work excavation for foundation in all class of soils except hard rock requiring blasting including cost and conveyance of all etc.,complete.
Cement concrete 1:4:8(one cement, four sand, and eight hard broken stone) Using 40mm ISS size Hand Broken granite stone Jelly for Foundation and Flooring including labour charges for mixing concrete watering and laying the concrete in layers .
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specification.
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel
Provision for Wheep holes
Construction of Well Protection Wall CH 1738 to 1759m ( Sub Estimate )
Earth work excavation for foundation in all class of soils except hard rock requiring blasting including cost and conveyance of all etc.,complete.
Cement concrete 1:4:8(one cement, four sand, and eight hard broken stone) Using 40mm ISS size Hand Broken granite stone Jelly for Foundation and Flooring including labour charges for mixing concrete watering and laying the concrete in layers .
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specification.
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel
Provision for Wheep holes
Rumble Strip
Provision for Road marking with Hot applied Themoplastic compound with Reflectoring glass beads in Bituminous surface
Colour washing two coats in all floors using best freshly burnt white shell lime and best quality of approved variety of colouring pigment including cost of lime, colouring pigments, fevicol type gum, brushes, scaffolding charges etc., complete complying with standard specification
Providing and Fixing reflective road studs of category A raised pavement markers made out of Poly carbonate / methyl methercrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromically values conforming to ASTM D428.
Provision for Km stone
Provision for Hm stone
Provision for Sign board
Provision for Hazard Sign board
Provision for Name 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} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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