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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.7 LAccepted-AOC | L1 | Accepted-AOC Bid Accepted. Hence L1 Bidder. | |
| 2 | L2₹24.9 L+₹26,058.33 (1.06%)Rejected-AOC | L2 | Rejected-AOC Bid Rejected. Hence L2 Bidder. |
| Sl No | Description | Qty | Unit | THIRUSENTHUR MURUGHA AND CO L1 | A GANESAN L2 |
|---|---|---|---|---|---|
| 1.00 | Strengthening to the BT Road in Malar City H/o Kavandachipudhur in Dharapuram Block of Tiruppur District.
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 | 1,056 | Sqm | 5.9 ₹6,230.4 Lowest | 10 ₹10,560 |
| 2.00 | 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 | 158.4 | Cum | 328 ₹51,955.2 Lowest | 330 ₹52,272 |
| 3.00 | Construction of Granular Sub base Gr III by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65%,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) | 295.88 | Cum | 1,719 ₹5,08,617.72 Lowest | 1,720 ₹5,08,913.6 |
| 4.00 | 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. | 295.88 | Cum | 2,163.4 ₹6,40,106.79 Lowest | 2,170 ₹6,42,059.6 |
| 5.00 | 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 | 1,972.5 | Sqm | 82.8 ₹1,63,323 Lowest | 85 ₹1,67,662.5 |
| 6.00 | 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 | 1,972.5 | Sqm | 19.5 ₹38,463.75 Lowest | 25 ₹49,312.5 |
| 7.00 | Bituminous Concrete (BC)
Providing BC 25/30 mm Thick (Grade II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 25/30 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 50.30 kgs of VG30 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 25/30mm 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 | 59.18 | Cum | 11,550.8 ₹6,83,576.34 Lowest | 11,550.8 ₹6,83,576.34 Lowest |
| 8.00 | 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) | 1 | GST Amount | 3,76,609 ₹3,76,609 Lowest | 3,80,584 ₹3,80,584 |
Tender Value
₹25 L
EMD Value
₹25,000
Closing Date
16 Jul 2025, 3:00 pmClosed
Block Development Officer, Dharapuram
Panchayat Union Office, Dharpuram
Strengthening to the BT Road in Malar City H/o Kavandachipudhur in Dharapuram Block of Tiruppur District.
2025_RDTN_580580_1
540/2024/D.P.1/Dharapuram
Open Tender
Civil Works
Item Rate
90 days
Dharapuram
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹25,000
9 Sept 2025
11 Jul 2025
16 Jul 2025
11 Jul 2025
16 Jul 2025
11 Jul 2025
Amount
Strengthening to the BT Road in Malar City H/o Kavandachipudhur in Dharapuram Block of Tiruppur District. 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
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
Construction of Granular Sub base Gr III by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65%,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
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 mm Thick (Grade II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 25/30 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 50.30 kgs of VG30 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 25/30mm 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
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)
A GANESAN (BID ID -1400932)
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