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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC 144 A THOTTIPALAYAM MUTHUR ERODE 638 105 | TIRUPPUR | TAMIL NADU | 638105 | ₹1.3 Cr | L1 | Accepted-AOC Bid Accepted. Hence, Lowest Bidder L1 |
| 2 | L2₹1.3 Cr+₹6.3 L (5.05%)Rejected-AOC 44 ERODE ROAD MUTHUR 638 105 | TIRUPPUR | TAMIL NADU | 638105 | ₹1.3 Cr+₹6.3 L (5.05%) | L2 | Rejected-AOC Bid Rejected. Hence, Highest Bidder L2. |
| 3 | Rejected-Technical | - | - | Rejected-Technical The Bidder Withdraws his bid vide letter dated. 08.09.2025 |
| Sl No | Description | Qty | Unit | KARVEMBU AND COMPANY L2 | DIVYA DARSHANI AND CO L1 |
|---|---|---|---|---|---|
| 1.00 | Strengthening to the road from Ponparapi-Kambiliyampatti road to Sukkutipalayam road Km 0/0-2/9 (R - 137)
Clearing the light/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 | 4,950 | Sqm | 8 ₹39,600 | 6 ₹29,700 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 | 1,980 | Cum | 150 ₹2,97,000 | 140 ₹2,77,200 Lowest |
| 3.00 | 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 | 3,681.25 | Sqm | 30 ₹1,10,437.5 | 25 ₹92,031.25 Lowest |
| 4.00 | 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 | 337.5 | Cum | 600 ₹2,02,500 | 590 ₹1,99,125 Lowest |
| 5.00 | Km 1/0-2/0 | 337.5 | Cum | 650 ₹2,19,375 | 595 ₹2,00,812.5 Lowest |
| 6.00 | Km 2/0-2/90 | 303.75 | Cum | 650 ₹1,97,437.5 | 600 ₹1,82,250 Lowest |
| 7.00 | 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. | 1,656.55 | Cum | 2,700 ₹44,72,685 | 2,590 ₹42,90,464.5 Lowest |
| 8.00 | 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 | 11,043.76 | Sqm | 90 ₹9,93,938.4 | 85 ₹9,38,719.6 Lowest |
| 9.00 | 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 | 11,043.76 | Sqm | 25 ₹2,76,094 | 20 ₹2,20,875.2 Lowest |
| 10.00 | Bituminous Concrete (BC)
Providing 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 | 331.31 | Cum | 12,250 ₹40,58,547.5 | 11,800 ₹39,09,458 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
3 Sept 2025, 3:00 pmClosed
The Project Director, DRDA, Tiruppur
DRDA, 3rd Floor, District Collectorate, Palladam Road, Tiruppur
Strengthening/Upgradation/Renewal BT to the Roads in Vellakoil Block of Tiruppur District under Pkg No. 13/MGSMT/2025-26 Phase 3.
2025_RDTN_594065_13
DIPR/4437/Tender/2025, Dated. 18.08.2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Tiruppur
Please Refer Tender Documents.
8 documents required · 8 mandatory
₹0
₹1.3 L
DRDA, Tiruppur
7 Oct 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
26 Aug 2025
Amount
Strengthening to the road from Ponparapi-Kambiliyampatti road to Sukkutipalayam road Km 0/0-2/9 (R - 137) Clearing the light/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
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
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
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
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.
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
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
Bituminous Concrete (BC) Providing 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
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
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
RUMBLE STRIPS COVERED WITH BITUMINOUS SURFACE Provision of 15 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
Providing and fixing of typical MGSMT 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
Construction of Retaining Wall at CH 2050-2070 m (RHS) Earthwork Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.Clause 305.1
Cement concrete 1 : 4 : 8 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 specifications and as directed.Clause 802, 803, 1202 & 1203
Cement concrete 1 : 3 : 6 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.Clause 802, 803, 1202 & 1203
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
GST Amount for providing Service to Government Contract Works for the above Works. { GST Amount is the Total GST Amount for overall quoted amount 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)
KARVEMBU AND COMPANY (BID ID -1446074)
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