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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.1 LAccepted-AOC | ₹84.1 L | L1 | Accepted-AOC LER |
| 2 | L2₹84.2 LRejected-Finance | ₹84.2 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | S. Kumaran L1 | T Manoharan L2 |
|---|---|---|---|---|---|
| 1.00Kunnathur to Kurumanthangal road km 0/0 - 1/565 R(68) | |||||
| 1.01 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., Km 0/0 - 1/560 | 1,872 | Sqm | 6.25 ₹11,700 | 8 ₹14,976 |
| 1.02 | Picking up existing BT surface upto 5 to 10 cm of old metalled surface, cambering, sectioning of carriage way etc, complete Km 0/0 - 1/560 | 1,950 | Sqm | 23.35 ₹45,532.50 | 23.35 ₹45,532.50 |
| 1.03 | 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 20B Km 0/0 - 1/560 | 421.2 | Cum | 140.4 ₹59,136.48 | 140.4 ₹59,136.48 |
| 1.04Collection and supply of Girty gravel for side berms and labour charges for filling etc complete | |||||
| 1.05 | Km 0/0 - 1/0 | 187.5 | Cum | 353.75 ₹66,328.13 | 353.75 ₹66,328.13 |
| 1.06 | Km 1/0 - 1/560 | 105 | Cum | 367.5 ₹38,587.50 | 367.5 ₹38,587.50 |
| 1.07Providing 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. | |||||
| 1.08 | Km 0/0 - 1/560 | 734.38 | Cum | 2,713 ₹19.9 L | 2,715 ₹19.9 L |
| 1.09Providing 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 7 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., completes as per clause 503 of MOST specification | |||||
Updated dates
Tender Value
₹85.9 L
EMD Value
₹86,000
Closing Date
6 Jan 2026, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Tiruvannamalai
Improvements of Rural Road in West Arni Block of Tiruvannamalai District Package No.TVM/2025-26/234 under Saving Fund 2025-2026
2025_RDTN_633672_1
No.A11/9000/2025 Date.10.12.2025 234
Open Tender
Civil Works - Roads
180 days
West Arni
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹86,000
9 Mar 2026
17 Dec 2025
6 Jan 2026
17 Dec 2025
6 Jan 2026
17 Dec 2025
Amount
Kunnathur to Kurumanthangal road km 0/0 - 1/565 R(68)
Clearing the Scrub jungle including all labour charges for burrying and burning etc., Km 0/0 - 1/560
Picking up existing BT surface upto 5 to 10 cm of old metalled surface, cambering, sectioning of carriage way etc, complete Km 0/0 - 1/560
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 20B Km 0/0 - 1/560
Collection and supply of Girty gravel for side berms and labour charges for filling etc complete
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 7 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., completes 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 emulsic which will be supplied by the department at section stores and its cost will be recoveres 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 50mm consolidated thick Bituminous Macadam using 0.24 Cu.m at 26.50 – 13.20mm , 0.25 Cu.m at 13.20 – 2.36 mm and 0.23 Cu.m of 2.36mm and below and with 53.20 Kgs of VG 30/VG 40 bitumen for premixing for 10 Sq.m including cost and conveyance at all materials to CMP site heating the bitumen and aggregate to required temperature and mixing them in to required temperature in center hot mix plant 20-30 Ton capacity conveying the mix by tipper trucks to work site. Spreading the mix to uniform thickness with paver finisher to the specified grades and compacted by the vibrator roller to the required density etc., including labour charges for attending at site etc., complete
Providing and laying Bituminous Concrete to 25/30/40 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 Power Roller)
Provision for Hectometer Stone
Provision for Kilometer Stone
Name Board 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}
T Manoharan (BID ID -1553345)
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