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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.0 Cr+₹1.2 L (1.24%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | malaiammanconstruction L1 | KRE CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Strengthening to the road from Kangayampalayam to Olapalayam km 0/0- 2/6 R-117 ( R - 117)
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 | 3,486.6 | Sqm | 6.3 ₹21,965.58 Lowest | 7 ₹24,406.2 |
| 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 B 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 | 1,206.9 | Cum | 140 ₹1,68,966 Lowest | 145 ₹1,75,000.5 |
| 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 | 270 | Cum | 534 ₹1,44,180 Lowest | 550 ₹1,48,500 |
| 4.00 | Km 1/0 - 2/685 | 454.95 | Cum | 540 ₹2,45,673 Lowest | 600 ₹2,72,970 |
| 5.00 | Picking of Old matelled / B T surface up to 10 cm thick and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per technical specification clause 301.4 as directed by the departmental officers Km 0/0 - 2/05 | 3,285.88 | Sqm | 23 ₹75,575.24 Lowest | 24 ₹78,861.12 |
| 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. | 1,232.21 | Cum | 2,600 ₹32,03,746 Lowest | 2,600 ₹32,03,746 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 | 9,857.63 | Sqm | 86 ₹8,47,756.18 Lowest | 88 ₹8,67,471.44 |
| 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 | 9,857.63 | Sqm | 20 ₹1,97,152.6 Lowest | 21 ₹2,07,010.23 |
| 9.00 | Bituminous Concrete (BC)
Providing BC 25/30 mm Thick (Grade II) BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste 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 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 | 246.44 | Cum | 11,800 ₹29,07,992 Lowest | 11,900 ₹29,32,636 |
| 10.00 | RUMBLE STRIPS COVERED WITH BITUMINOUS SURFACE
Provision of 5 nos. rumble strips covered with bituminous mixes, 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 | 5.62 | Sqm | 385 ₹2,163.7 Lowest | 400 ₹2,248 |
Tender Value
₹100.0 L
EMD Value
₹1 L
Closing Date
5 Mar 2026, 3:00 pmClosed
The Project Director, DRDA, Tiruppur
DRDA, Tiruppur
Strengthening/Upgradation/Renewal BT to the Roads in Kundadam Block of Tiruppur District under Pkg No. 12/MGSMT/2025-26 Additional.
2026_RDTN_669397_5
DIPR/1487/Tender/2026, dated . 01.03.2026
Open Tender
Civil Works - Roads
Item Wise
180 days
Tiruppur
Please Refer Tender Documents.
7 documents required · 7 mandatory
₹0
₹1 L
DRDA, Tiruppur
29 Aug 2026
3 Mar 2026
5 Mar 2026
3 Mar 2026
5 Mar 2026
3 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening to the road from Kangayampalayam to Olapalayam km 0/0- 2/6 R-117 ( R - 117)
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 | 3,486.6 | 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 B 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 | 1,206.9 | 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 | 270 | Cum | - | - |
| 4 | Km 1/0 - 2/685 | 454.95 | Cum | - | - |
| 5 | Picking of Old matelled / B T surface up to 10 cm thick and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per technical specification clause 301.4 as directed by the departmental officers Km 0/0 - 2/05 | 3,285.88 | 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. | 1,232.21 | 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 | 9,857.63 | 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 | 9,857.63 | Sqm | - | - |
| 9 | Bituminous Concrete (BC)
Providing BC 25/30 mm Thick (Grade II) BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste 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 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 | 246.44 | Cum | - | - |
| 10 | RUMBLE STRIPS COVERED WITH BITUMINOUS SURFACE
Provision of 5 nos. rumble strips covered with bituminous mixes, 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 | 5.62 | Sqm | - | - |
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