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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.8 LAccepted-Finance | L1 | Accepted-Finance LER | |
| 2 | L2₹25.1 L+₹33,997.51 (1.37%)Rejected-Finance | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | ASM CONSTRUCTION H2 | R K CONSTRUCTION H1 |
|---|---|---|---|---|---|
| 1.00Description | |||||
| 1.01 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete | 540 | Sqm | 5.94 ₹3,207.6 Lowest | 10 ₹5,400 |
| 1.02 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | 81 | Sqm | 131.29 ₹10,634.49 Lowest | 150 ₹12,150 |
| 1.03 | Collection and supply of Grity gravel for side berms and labour charges for filling etc complete | 279 | Cum | 334.78 ₹93,403.62 Lowest | 345 ₹96,255 |
| 1.04 | Construction of granular sub-base 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 401 | 112.5 | Cum | 2,257.15 ₹2,53,929.38 Lowest | 2,262 ₹2,54,475 |
| 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. | 171.19 | Cum | 2,262.99 ₹3,87,401.26 Lowest | 2,271 ₹3,88,772.49 |
| 1.06 | Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 1,141.25 | Sqm | 81.99 ₹93,571.09 Lowest | 90 ₹1,02,712.5 |
| 1.07 | Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 1,141.25 | Cum | 19.24 ₹21,957.65 Lowest | 25 ₹28,531.25 |
| 1.08 | Providing and Laying Bituminous Macadam 50mm thick based on job micx formula mixes in job mix plant of drum type in one layer for overlay as shown in drawing using paving bitumen 60/70 penetration grade as per IS 73 and aggregate confirming to grading.. | 57.06 | Sqm | 9,345.14 ₹5,33,233.69 Lowest | 9,350 ₹5,33,511 |
| 1.09 | 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 | 28.53 | Each | 12,301.48 ₹3,50,961.22 Lowest | 12,320 ₹3,51,489.6 |
Tender Value
₹25 L
EMD Value
₹25,000
Closing Date
8 Sept 2025, 3:00 pmClosed
BlockDevelopmentoffice(VP)Chengam
BlockDevelopmentoffice(VP)Chengam
Upgradation of the road from Kannakurukai ADC road to New Samathuvapuram layout (Approach road) Under Mines fund 2023-2024
2025_RDTN_599347_1
A4/1246010/2023dated 18.8.2025
Open Tender
Civil Works - Roads
Lump-sum
60 days
Chengam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹25,000
16 Sept 2025
1 Sept 2025
8 Sept 2025
1 Sept 2025
8 Sept 2025
1 Sept 2025
Amount
Description
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Collection and supply of Grity gravel for side berms and labour charges for filling etc complete
Construction of granular sub-base 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 401
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.
Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and Laying Bituminous Macadam 50mm thick based on job micx formula mixes in job mix plant of drum type in one layer for overlay as shown in drawing using paving bitumen 60/70 penetration grade as per IS 73 and aggregate confirming to grading..
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
Providing rumble strips covered with premix bituminous carpet, 15-20 mm at centre and 250mm wide placed at 1m intervals centre to centre at approved locations to control speed, marked with white strips of road
Road marking with hot applied thermoplastic compound with Reflectorising glass beads on bituminous surface etc.,
Providing Name board charges
Provision For GST 18 %
ASM CONSTRUCTION (BID ID -1449240)
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