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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97.7 LAccepted-AOC | ₹97.7 L | L1 | Accepted-AOC Bid Accepted. Hence, Lowest Bidder L1 |
| 2 | L2₹1.1 CrRejected-Finance | ₹1.1 Cr | L2 | Rejected-Finance Bid Rejected and L2 Bidder |
| 3 | L2₹1.1 CrRejected-Finance | ₹1.1 Cr | L2 | Rejected-Finance Bid Rejected and L2 Bidder |
| Sl No | Description | Qty | Unit | SGK BLUE METAL L1 | KRE CONSTRUCTIONS L2 | S Kuppusamy L2 |
|---|---|---|---|---|---|---|
| 1.00 | 1) Strengthing to the Road from Jallipatti to Lingammavoor road Km 0/0-1/100. (R-106) Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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 0/0-1/100) | 2,376 | Sqm | 6 ₹14,256 | 6 ₹14,256 | 6 ₹14,256 |
| 2.00 | 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 0/0-1/100) | 562.5 | Cum | 125 ₹70,312.50 | 140 ₹78,750 | 140 ₹78,750 |
| 3.00 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, (Gravel Shoulder) (Km 0/0-1/00) | 594 | Cum | 450 ₹2.7 L | 720 ₹4.3 L | 720 ₹4.3 L |
| 4.00 | Picking the Existing BT surface including all labour charges etc complete as per standard specification (Km 0/0-1/100) | 1,401.35 | Sqm | 21 ₹29,428.35 | 23 ₹32,231.05 | 23 ₹32,231.05 |
| 5.00 | 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 0/0-1/100) | 628.12 | Cum | 1,950 ₹12.2 L | 2,600 ₹16.3 L | 2,600 ₹16.3 L |
| 6.00 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp (Km 0/0-1/100) | 4,187.5 | Sqm | 81 ₹3.4 L | 89 ₹3.7 L | 89 ₹3.7 L |
| 7.00 | Applying TACK COAT over WMM surface at 2.50 Kg of RS-1 Bitumen Emulsion/ 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. (Km 0/0-1/100) | 4,187.5 | Sqm | 19 ₹79,562.50 | 21 ₹87,937.50 | 21 ₹87,937.50 |
| 8.00 | Providing and laying Bituminous Concrete to 40/30/25 mm 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 50.30 kgs of VG30/ VG40 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller) (Km 0/0-1/100) | 125.62 | Cum | 11,000 ₹13.8 L | 11,830 ₹14.9 L | 11,830 ₹14.9 L |
| 9.00 | Provision of 5 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. (Km 0/0-1/100) | 2.81 | Sqm | 375 ₹1,053.75 | 384 ₹1,079.04 | 384 ₹1,079.04 |
| 10.00 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Km Stone | 1 | No | 2,800 ₹2,800 | 2,190 ₹2,190 | 2,190 ₹2,190 |
Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
19 Feb 2026, 3:00 pmClosed
The Project Director, DRDA, Tiruppur
DRDA, Tiruppur
Strengthening/Upgradation BT to the Roads in Udumalapetta Block of Tiruppur District 15/NABARD-RIDF/2026-27.
2026_RDTN_657452_17
DIPR.1031/Tender/2026, dated . 13.02.2026
Open Tender
Civil Works - Roads
180 days
Tiruppur
Please Refer Tender Documents
6 documents required · 6 mandatory
₹0
₹1.0 L
DRDA, Tiruppur
18 Mar 2026
14 Feb 2026
19 Feb 2026
14 Feb 2026
19 Feb 2026
14 Feb 2026
16 Feb 2026
1) Strengthing to the Road from Jallipatti to Lingammavoor road Km 0/0-1/100. (R-106) Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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 0/0-1/100)
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 0/0-1/100)
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, (Gravel Shoulder) (Km 0/0-1/00)
Picking the Existing BT surface including all labour charges etc complete as per standard specification (Km 0/0-1/100)
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 0/0-1/100)
Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp (Km 0/0-1/100)
Applying TACK COAT over WMM surface at 2.50 Kg of RS-1 Bitumen Emulsion/ 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. (Km 0/0-1/100)
Providing and laying Bituminous Concrete to 40/30/25 mm 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 50.30 kgs of VG30/ VG40 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller) (Km 0/0-1/100)
Provision of 5 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. (Km 0/0-1/100)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Km Stone
Reinforced cement concrete M15 grade Hectometre stone of standard design (size 0.90m x 0.15m x 0.15m) as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
Providing and erecting of Retro Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm. thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No. 801)
Providing and erecting of Retro - reflectorized cautionary , Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC - 67: 2012 and ASTM D -09, Specification and fixed over 2mm thick Aluminium sheet fixed over a black supporting frame of25MMx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6 mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundadation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials , equipment, Machinary and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Higj intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro - reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 - 2012 ( as per MORTH Specification No 801) Stop Sign Board
Major road ahead
Rumble strips ahead
Providing and fixing of typical NABARD informatory sign board/ CIB with Logo and Maintenance board as per detailed specifications and drawing communicated by the Direcorate of Rural Development and Panchayat Raj
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
2) Strengthing to the Road from Palappampatti to Rajavoor road Km 0/0-2/50 (Working Reach - 0/0-1/660). (R-161) Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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 0/0-1/660)
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 0/0-1/660)
Picking the Existing BT surface including all labour charges etc complete as per standard specification (Km 0/0-1/660)
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, (Gravel Shoulder) (Km 0/0-1/00)
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 0/0-1/660)
Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp (Km 0/0-1/660)
Applying TACK COAT over WMM surface at 3 Kg of RS-1 Bitumen Emulsion/ 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. (Km 0/0-1/660)
Applying TACK COAT over WMM surface at 2.50 Kg of RS-1 Bitumen Emulsion/ 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. (Km 0/0-1/660)
Providing and laying Bituminous Concrete to 40/30/25 mm 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 50.30 kgs of VG30/ VG40 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller) (Km 0/0-1/660)
Provision of 5 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. (Km 0/0-1/660)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Km Stone
Reinforced cement concrete M15 grade Hectometre stone of standard design (size 0.90m x 0.15m x 0.15m) as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
Providing and erecting of Retro - reflectorized cautionary , Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC - 67: 2012 and ASTM D -09, Specification and fixed over 2mm thick Aluminium sheet fixed over a black supporting frame of25MMx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6 mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundadation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials , equipment, Machinary and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Higj intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro - reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 - 2012 ( as per MORTH Specification No 801) Stop Sign Board
Major road ahead
Rumble strips ahead
Providing and fixing of typical NABARD informatory sign board/ CIB with Logo and Maintenance board as per detailed specifications and drawing communicated by the Direcorate of Rural Development and Panchayat Raj
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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