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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-Finance 5 E B 607003 | CUDDALORE | TAMIL NADU | 607003 | L1 | Accepted-Finance Lowest | |
| 2 | L2₹7.8 L+₹59,725 (8.33%)Rejected-Finance | L2 | Rejected-Finance Higher than Lowest | |
| 3 | L3₹8.2 L+₹1.0 L (14.5%)Rejected-Finance | L3 | Rejected-Finance Higher than Lowest | |
| 4 | L4₹8.4 L+₹1.2 L (17.4%)Rejected-Finance | L4 | Rejected-Finance Higher than Lowest | |
| 5 | L5₹8.6 L+₹1.5 L (20.3%)Rejected-Finance | L5 | Rejected-Finance Higher than Lowest |
Tender Value
₹10.4 L
EMD Value
₹10,500
Closing Date
7 Oct 2026, 12:00 pmClosed
DIVISIONAL ENGINEER CUDDALORE
NO.51, BEACH ROAD, PUDUPALAYAM, CUDDALORE.
Maintenance works for the Government Roads of Vadalur Sub Division upto March 2027
2026_HWAY_706231_1
TN 02 MTC VAD
Open Tender
Civil Works - Highways
Percentage
CUDDALORE
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹10,500
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 |
|---|---|---|---|---|---|
| 1Providing 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. as per MORTH No. 111, 112, 406, 900. | |||||
| 1.01 | Road - C | 100 | Cubic metre | 2,743.36 | ₹2,74,336 |
| 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 | 150 | Square metre | 34.65 | ₹5,197.5 |
| - | Road - B | 300 | Square metre | 34.65 | ₹10,395 |
| 3Providing and laying Bituminous Macadam 50 mm thickness which work shall consist of construction, using crushed aggregates, premixed with VG30 Grade Bitumen at the rate of 3.40% by weight of the total mix confirming to the aggregates and binder as per table no.500-7 using the Mini Hot mix plant, transporting the mix to the worksite, laying manually and compaction with smooth wheeled roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer as per MORTH No. 111, 112,501, 504 900 For (attending the Strip Patches) | |||||
| - | Road - A | 2 | Cubic metre | 12,634.44 | ₹25,268.88 |
| - | Road - B | 5 | Cubic metre | 12,634.44 | ₹63,172.2 |
| 4Providing and laying Bituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30 Grade Bitumen confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900 | |||||
| - | Road - A | 4.5 | Cubic metre | 16,451.08 | ₹74,029.86 |
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