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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | ₹9.9 L | L1 | Accepted-AOC AOC |
| 2 | L2₹9.9 LRejected-Finance | ₹9.9 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | PRIYA L2 | S SAKTHIMURUGAN L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 45.97 | m3 | 141 ₹6,481.77 | 140.1 ₹6,440.40 |
| 2.00 | Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading etc.complete, | 15.32 | m3 | 695 ₹10,647.40 | 692 ₹10,601.44 |
| 3.00 | 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 | 76.62 | m3 | 2,935 ₹2.2 L | 2,932.1 ₹2.2 L |
| 4.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM), 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 | 95.78 | m3 | 3,046 ₹2.9 L | 3,045.1 ₹2.9 L |
| 5.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 766.2 | m3 | 85 ₹65,127 | 84.1 ₹64,437.42 |
| 6.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 766.2 | m3 | 20 ₹15,324 | 19.2 ₹14,711.04 |
| 7.00 | Providing and laying Bituminous Concrete to 40/30/25 mm 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 50.30 kgs of VG30/ VG40 bitumen 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using (Vibratory Roller) | 19.16 | m3 | 11,610.88 ₹2.2 L | 11,610.5 ₹2.2 L |
| 8.00 | Provision for Name board | 1 | NO | 3,813 ₹3,813 | 3,813 ₹3,813 |
| 9.00 | Providing for Photo Charges | 1 | NO | 1,000 ₹1,000 | 1,000 ₹1,000 |
| 10.00 | Contingencies and P.S. other charges etc., | 1 | No | 500 ₹500 | 100 ₹100 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
19 Dec 2025, 6:50 pmClosed
Block Development Officer(B.P), Kumaratchi
Block Development Officer(B.P), Kumaratchi
Providing Asphalt Road to funeral Ground (255.40m) at Thirunaraiyur Panchayat in Kumaratchi Block, Cuddalore District under MPLAD-2025-26
2025_RDTN_632668_3
MLACDSCDMandMP15122025
Open Tender
Civil Works
90 days
PU-Kumaratchi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,000
Yes
23 Dec 2025
16 Dec 2025
19 Dec 2025
16 Dec 2025
19 Dec 2025
16 Dec 2025
Amount
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 gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading etc.complete,
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
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM), 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Bituminous Concrete to 40/30/25 mm 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 50.30 kgs of VG30/ VG40 bitumen 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using (Vibratory Roller)
Provision for Name board
Providing for Photo Charges
Contingencies and P.S. other charges etc.,
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}
PRIYA (BID ID -1538807)
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