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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-Finance 5 E B 607003 | CUDDALORE | TAMIL NADU | 607003 | L1 | Accepted-Finance Lowest | |
| 2 | L2₹13.5 L+₹1.0 L (8.33%)Accepted-Finance 2 M S CHIDAMBARAM 608001 | CUDDALORE | TAMIL NADU | 608001 | L2 | Accepted-Finance Higher than lowest | |
| 3 | L2₹13.5 L+₹1.0 L (8.33%)Accepted-Finance | L2 | Accepted-Finance Higher than lowest | |
| 4 | L3₹15.3 L+₹2.9 L (23.2%)Accepted-Finance | L3 | Accepted-Finance Higher than lowest | |
| 5 | L4₹17.1 L+₹4.7 L (37.7%)Accepted-Finance | L4 | Accepted-Finance Higher than lowest |
Tender Value
₹18 L
EMD Value
₹18,000
Closing Date
7 Oct 2026, 12:00 pmClosed
DIVISIONAL ENGINEER CUDDALORE
NO.51, BEACH ROAD, PUDUPALAYAM, CUDDALORE
Maintenance works for the Government Roads of Kurinjipady Sub Division upto March 2027
2026_HWAY_706224_1
TN 02 KPDY
Open Tender
Civil Works - Highways
Percentage
CUDDALORE
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹18,000
Yes
7 Oct 2026
21 Sept 2026
7 Oct 2026
21 Sept 2026
7 Oct 2026
21 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Provding and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. | |||||
| - | Road - C | 80 | Cubic metre | 2,772.79 | ₹2,21,823.2 |
| - | Road - F | 60 | Cubic metre | 2,855.49 | ₹1,71,329.4 |
| 2Providing and applying Tack Coat over existing bituminous surfaces with Bitumen Emulsion (RS-I type) using mechanical sprayer at the rate of 0.20 kg per sqm on the prepared bituminous surface as directed by the Engineer as per MORTH No. 111, 112, 503, 900 | |||||
| - | Road - A | 250 | Square metre | 34.65 | ₹8,662.5 |
| - | Road - B | 153.33 | Square metre | 34.65 | ₹5,312.88 |
| 2.03 | Road - D | 126.67 | Square metre | 34.65 | ₹4,389.12 |
| 2.04 | Road - E | 26.67 | Square metre | 34.65 | ₹924.12 |
| 3Providing and laying Bituminous Macadam 50 mm thickness which work shall consist of construction, using crushed aggregates, premixed with VG 30 Grade Bitumen at the rate of 3.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BM (Grade-II ) as per MORTH No. 111, 112, 505, 900 for attending Patch | |||||
| - | Road - A | 4 | Cubic metre | 12,584.74 | ₹50,338.96 |
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