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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₹17.9 LAccepted-Finance | L1 | Accepted-Finance Admitted | |
| 2 | L2₹19.8 L+₹1.9 L (10.4%)Accepted-Finance | L2 | Accepted-Finance Admitted |
| Sl No | Description | Qty | Unit | TDRSCONSTRUCTIONS L1 | PRK Construction L2 |
|---|---|---|---|---|---|
| 1.00Improvements to TT Road to Vayalveli Salai Karumariyamman Kovil Back side km 0/0 -0/200 | |||||
| 1.01 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete | 144 | m3 | 5.84 ₹840.96 Lowest | 6.94 ₹999.36 |
| 1.02 | 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. | 72 | m3 | 131.19 ₹9,445.68 Lowest | 141.29 ₹10,172.88 |
| 1.03 | collection and supply of Grity gravels from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. | 36 | m3 | 757.05 ₹27,253.8 Lowest | 767.15 ₹27,617.4 |
| 1.04 | Construction of granular sub-base (GSB) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause | 100 | m3 | 2,342.41 ₹2,34,241 Lowest | 2,352.51 ₹2,35,251 |
| 1.05 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/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., complete. | 150 | m3 | 2,384.82 ₹3,57,723 Lowest | 2,404.92 ₹3,60,738 |
| 1.06 | 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. | 1,000 | m3 | 81.9 ₹81,900 Lowest | 102 ₹1,02,000 |
| 1.07 | Applying tack coat over WBM surface using 2.50 kgs of bitumen emulsion per 10 sqm including cost of bitumen emulsion which will be supplied departmentally at section stores cost of which will be recovered at the issue rate as per the special conditions appended herewith 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 such as barricading and providing danger lights, flags, etc., complete as per standard specification No 503 of MOST | 1,000 | m3 | 19.14 ₹19,140 Lowest | 39.24 ₹39,240 |
| 1.08 | Bituminous Macadam;- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. | 50 | m3 | 9,026.48 ₹4,51,324 Lowest | 9,126.58 ₹4,56,329 |
| 1.09 | BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm 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 | 25 | m3 | 11,650.81 ₹2,91,270.25 Lowest | 15,650.91 ₹3,91,272.75 |
Tender Value
₹18 L
EMD Value
₹18,000
Closing Date
13 Nov 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
BDO THIYAGADURGAM
BDO THIYAGADURGAM
Improvements to TT Road to Vayalveli Salai Karumariyamman Kovil Back Side km0/0 - 0/200
2025_RDTN_620780_1
TN/KKI/TGM/GF2025-26
Open Tender
Civil Works
Item Rate
90 days
BDO THIYAGADURGAM
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹18,000
Yes
15 Nov 2025
7 Nov 2025
14 Nov 2025
7 Nov 2025
13 Nov 2025
7 Nov 2025
Amount
Improvements to TT Road to Vayalveli Salai Karumariyamman Kovil Back side km 0/0 -0/200
Clearing the scrub jungles including cutting the scrubs and removing 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.
collection and supply of Grity gravels from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.
Construction of granular sub-base (GSB) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/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., complete.
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 WBM surface using 2.50 kgs of bitumen emulsion per 10 sqm including cost of bitumen emulsion which will be supplied departmentally at section stores cost of which will be recovered at the issue rate as per the special conditions appended herewith 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 such as barricading and providing danger lights, flags, etc., complete as per standard specification No 503 of MOST
Bituminous Macadam;- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm 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 Bituminou s Surface
Provision for Name board and Citizen board Charges
Provision for Photo Graohic Charges
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
PRK Construction (BID ID -1506379)
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