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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₹1.5 CrAccepted-AOC | L1 | Accepted-AOC Bid Accepted. Hence, Lowest Bidder L1 | |
| 2 | L2₹1.5 Cr+₹2.1 L (1.40%)Rejected-AOC 73 MANNATHAN VEETHI VELLIYAMPALAYAM ANDHIYUR TALUK ERODE DISTRICT | ERODE | TAMIL NADU | 638001 | L2 | Rejected-AOC Bid Rejected. Hence, Highest Bidder L2. |
| Sl No | Description | Qty | Unit | UNITED ENGINEERS L2 | RRR ENGINEERING CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Strengthening the road from Salem - Cochin road to Palankarai - Nambiyur road via Nalligoundenpalayam Km 0/0 - 1/52
Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by departmental officers including all incidental charges etc. complete.
MORD Specification 111, 112, 201 | 1,143 | Sqm | 7.5 ₹8,572.5 | 6.35 ₹7,258.05 Lowest |
| 2.00 | Earth work excavation and depositing on back with an initial of 10m and lift 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth etc., as per SS 20 A including laying and spreading in layers of 250 mm loose thick each, sectioning , watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content as determined in occurrence with complete as per MoRD 111, 112, 202, 900, 301, 304 | 1,143 | Cum | 145 ₹1,65,735 | 140.3 ₹1,60,362.9 Lowest |
| 3.00 | Providing and laying Gravel 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 protect 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. MORD Specification 111, 112, 401, 900
Km 0/0 - 1/0 | 312.5 | Cum | 585 ₹1,82,812.5 | 569.3 ₹1,77,906.25 Lowest |
| 4.00 | Km 1/0 - 1/52 | 162.5 | Cum | 590 ₹95,875 | 581 ₹94,412.5 Lowest |
| 5.00 | Picking Old BT
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 | 1,933.92 | Sqm | 25 ₹48,348 | 23.3 ₹45,060.34 Lowest |
| 6.00 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in subbase/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 725.22 | cum | 2,470 ₹17,91,293.4 | 2,460.7 ₹17,84,548.85 Lowest |
| 7.00 | Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 | 5,801.75 | Sqm | 91 ₹5,27,959.25 | 89.5 ₹5,19,256.62 Lowest |
| 8.00 | Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.4 | 5,801.75 | Sqm | 23 ₹1,33,440.25 | 21 ₹1,21,836.75 Lowest |
| 9.00 | Bituminous Concrete (BC) Using Plastic Wastage
Providing BC 25 mm Thick Using VG 30 Bitumen Providing and laying Bituminous Concrete to 25 mm thick using 0.13 cum of 19.00- 9.50 mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 47.28 kgs of VG30 3.02 Plastic Wastage bitumen for premixing per 10 sqm 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 25 mm 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 | 174.06 | Cum | 11,685 ₹20,33,891.1 | 11,679 ₹20,32,846.74 Lowest |
| 10.00 | Reinforced cement concrete M15 grade kilometre stone of standard design (size 1.65m x 0.45m x 0.15m) as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
Ordinary Kilometer Stone (Precast)
specification Clauses 1703 | 1 | No | 2,199 ₹2,199 | 2,196 ₹2,196 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
19 Feb 2026, 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, Tiruppur
DRDA, Tiruppur
Strengthening/Upgradation BT to the Roads in Avinashi Block of Tiruppur District 01/NABARD-RIDF/2026-27.
2026_RDTN_657452_14
DIPR.1031/Tender/2026, dated . 13.02.2026
Open Tender
Civil Works - Roads
Item Wise
180 days
Tiruppur
Please Refer Tender Documents
6 documents required · 6 mandatory
₹0
₹1.4 L
DRDA, Tiruppur
14 Mar 2026
14 Feb 2026
19 Feb 2026
14 Feb 2026
19 Feb 2026
14 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening the road from Salem - Cochin road to Palankarai - Nambiyur road via Nalligoundenpalayam Km 0/0 - 1/52
Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by departmental officers including all incidental charges etc. complete.
MORD Specification 111, 112, 201 | 1,143 | Sqm | - | - |
| 2 | Earth work excavation and depositing on back with an initial of 10m and lift 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth etc., as per SS 20 A including laying and spreading in layers of 250 mm loose thick each, sectioning , watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content as determined in occurrence with complete as per MoRD 111, 112, 202, 900, 301, 304 | 1,143 | Cum | - | - |
| 3 | Providing and laying Gravel 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 protect 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. MORD Specification 111, 112, 401, 900
Km 0/0 - 1/0 | 312.5 | Cum | - | - |
| 4 | Km 1/0 - 1/52 | 162.5 | Cum | - | - |
| 5 | Picking Old BT
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 | 1,933.92 | Sqm | - | - |
| 6 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in subbase/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 725.22 | cum | - | - |
| 7 | Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 | 5,801.75 | Sqm | - | - |
| 8 | Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.4 | 5,801.75 | Sqm | - | - |
| 9 | Bituminous Concrete (BC) Using Plastic Wastage
Providing BC 25 mm Thick Using VG 30 Bitumen Providing and laying Bituminous Concrete to 25 mm thick using 0.13 cum of 19.00- 9.50 mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 47.28 kgs of VG30 3.02 Plastic Wastage bitumen for premixing per 10 sqm 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 25 mm 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 | 174.06 | Cum | - | - |
| 10 | Reinforced cement concrete M15 grade kilometre stone of standard design (size 1.65m x 0.45m x 0.15m) as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
Ordinary Kilometer Stone (Precast)
specification Clauses 1703 | 1 | No | - | - |
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