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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.7 LAccepted-AOC | ₹27.7 L | L1 | Accepted-AOC LER |
| 2 | L2₹27.8 LRejected-Finance | ₹27.8 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | SAI SURYAA CONSTRUCTION L1 | OVIYA CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Part I : Puthurampattu to kankayanoor road Km 0/0 - 1/960 (R - 207) | |||||
| 1.01 | Clearing the Scrub jungle including cutting the scrubs and removing away from site etc., | 2,419.2 | Sqm | 6.3 ₹15,240.96 | 6.3 ₹15,240.96 |
| 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 | 604.8 | Cum | 140 ₹84,672 | 140 ₹84,672 |
| 1.03Collection and supply of Girty gravel for side berms and labour charges for filling etc complete | |||||
| 1.04 | Km 0/0 - 1/0 | 270 | Cum | 436 ₹1.2 L | 435 ₹1.2 L |
| 1.05 | Km 1/0 - 1/680 | 183.6 | Cum | 450 ₹82,620 | 450 ₹82,620 |
| 1.06 | Advance patch work for marking up the undulation in the existing BT surface to an average thickness of 50mm using 45mm IRC size HBG metal | 2.25 | Cum | 4,082.6 ₹9,185.85 | 4,086 ₹9,193.50 |
| 1.07 | Providing and laying Tack coat over BT surface using 3Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat | 6,346.25 | Sqm | 34.61 ₹2.2 L | 34.66 ₹2.2 L |
| 1.08 | 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 | 157.91 | Cum | 11,310.2 ₹17.9 L | 11,320 ₹17.9 L |
| 1.09 | Provision for Hectometer Stone | 6 | No | 575 ₹3,450 | 574.65 ₹3,447.90 |
Updated dates
Tender Value
₹28.1 L
EMD Value
₹28,200
Closing Date
24 Feb 2026, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Tiruvannamalai
Renewal of Rural road in Polur Block of Tiruvannamalai District Package No.TVM/2025-26/242 under Rural Road Maintenance 2025-2026
2026_RDTN_651302_1
No. A11/5764/2025 Date.05.02.2026 242
Open Tender
Civil Works - Roads
120 days
Polur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹28,200
13 Mar 2026
5 Feb 2026
24 Feb 2026
5 Feb 2026
24 Feb 2026
5 Feb 2026
Part I : Puthurampattu to kankayanoor road Km 0/0 - 1/960 (R - 207)
Clearing the Scrub jungle including cutting the scrubs and removing away from site etc.,
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 Girty gravel for side berms and labour charges for filling etc complete
Advance patch work for marking up the undulation in the existing BT surface to an average thickness of 50mm using 45mm IRC size HBG metal
Providing and laying Tack coat over BT surface using 3Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat
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
Provision for Hectometer Stone
Provision for Kilometer Stone
Provision for sign board (Triangle)
Provision for 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}
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