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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.4 LAccepted-AOC | L1 | Accepted-AOC Meet all Criteria and Lowest Rate Quoted | |
| 2 | L2₹28.7 L+₹25,851.92 (0.91%)Rejected-Finance | L2 | Rejected-Finance Highest Rate |
| Sl No | Description | Qty | Unit | K R SENTHILKUMAR L1 | AVN Constructions L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing the scrup junklesinc cutting scrubing and remove away from site etc complete | 1,236 | Sqm | 5.5 ₹6,798 Lowest | 8 ₹9,888 |
| 2.00 | Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A. | 278.1 | cum | 131 ₹36,431.1 Lowest | 150 ₹41,715 |
| 3.00 | Supply and collection of carted earth from quarry etc.including cost and conveyanceof all materials to work site and all labour charges etc. | 78.3 | cum | 135 ₹10,570.5 Lowest | 150 ₹11,745 |
| 4.00 | Construction of Granular Sub base 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) | 60 | cum | 2,100 ₹1,26,000 Lowest | 2,100 ₹1,26,000 Lowest |
| 5.00 | Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / 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, completed as per clause of MORTH Rev-5. | 386.25 | cum | 2,115 ₹8,16,918.75 Lowest | 2,115 ₹8,16,918.75 Lowest |
| 6.00 | Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5. | 3,090 | sqm | 81.5 ₹2,51,835 Lowest | 81.5 ₹2,51,835 Lowest |
| 7.00 | Applying Tack coat over WMM surface using 2.50 kgs of bitumen emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5. | 3,090 | sqm | 19 ₹58,710 Lowest | 19 ₹58,710 Lowest |
| 8.00 | Providing and laying Bituminious concrete to 25/30/40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 | 77.25 | cum | 11,360 ₹8,77,560 Lowest | 11,360 ₹8,77,560 Lowest |
| 9.00 | Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous surface | 206 | sqm | 890 ₹1,83,340 Lowest | 950 ₹1,95,700 |
| 10.00 | 90cm Equilaateral triangle cautionry | 4 | each | 4,999 ₹19,996 Lowest | 4,999 ₹19,996 Lowest |
Tender Value
Refer Docs
EMD Value
₹28,700
Closing Date
11 Sept 2025, 3:00 pmClosed
The Village President, Kuppam Panchayat, Thimiri P
The Village President, Kuppam Panchayat, Thimiri Panchayat Union.
Quarry Fund 2025 2026
2025_RDTN_601391_1
A3/4246/2022
Open Tender
Civil Works - Roads
Works
60 days
Kuppam Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹28,700
20 Sept 2025
11 Sept 2025
11 Sept 2025
11 Sept 2025
11 Sept 2025
11 Sept 2025
Amount
Clearing the scrup junklesinc cutting scrubing and remove away from site etc complete
Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A.
Supply and collection of carted earth from quarry etc.including cost and conveyanceof all materials to work site and all labour charges etc.
Construction of Granular Sub base 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)
Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / 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, completed as per clause of MORTH Rev-5.
Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
Applying Tack coat over WMM surface using 2.50 kgs of bitumen emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
Providing and laying Bituminious concrete to 25/30/40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous surface
90cm Equilaateral triangle cautionry
Provision for Hectometer stone
Provision for KM stone
Provision for road stud and lens reflector
Provision for Name Board
Provision for Photography
AVN Constructions (BID ID -1455711)
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