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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 1 1 PANJETTY PANJETTY POST TIRUVALLUR TAMIL NADU 601204 | THIRUVALLUR | TAMIL NADU | 601204 | Accepted-Technical Pre Qualification Satisfied |
| 2 | Accepted-Technical | Accepted-Technical Pre Qualification Satisfied |
| 3 | Accepted-Technical | Accepted-Technical Pre Qualification Satisfied |
| 4 | Accepted-Technical | Accepted-Technical Pre Qualification Satisfied |
| 5 | Accepted-Technical | Accepted-Technical Pre Qualification Satisfied |
Tender Value
₹4.0 Cr
EMD Value
₹2.1 L
Closing Date
29 Sept 2026, 11:00 amClosed
SE (H) C and M Chennai Circle
O/o the SE (H) C and M Chennai Chennai Teynampet Chennai-06
Restoration of Madhavaram-Redhills Road from km 3/900-5/200 in LHS
2026_HWAY_700912_1
TN.01/Sl.No.02/CCR II/Restoration Work2026-27
Open Tender
Civil Works - Highways
Percentage
120 days
Chennai City Roads Division II
Please Refer Tender Document
21 documents required · 21 mandatory
₹0
₹2.1 L
8 Oct 2026
5 Sept 2026
29 Sept 2026
5 Sept 2026
29 Sept 2026
22 Sept 2026
7 Sept 2026 - 11 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 |
|---|---|---|---|---|---|
| 1Picking 5cm to 10cm old metalled surface and sectioning and clearing away from the site and depositing the debris including labour charges for picking etc., complete as directed by the Engineer as per standard specification and also as per MORTH No.111,112,202 | |||||
| 1.1 | Road | 3,240.05 | Squre metre | 31.53 | ₹1,02,158.78 |
| 2Construction of dry lean cement concrete Sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, concrete strength not to be less than 10 Mpa at 7 days, mixed at site, compacted using vibrator, finishing and curing. | |||||
| 2.1 | Road | 4.9 | Cubic metre | 6,833.89 | ₹33,486.06 |
| 3Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Grade-V) | |||||
| 3.1 | Road | 509.35 | Cubic Metre | 2,492.09 | ₹12,69,346.04 |
| 4Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | |||||
| 4.1 | Road | 848.85 | Cubic Metre | 3,005.26 | ₹25,51,014.95 |
| 5Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 | |||||
| 5.1 | Road | 3,395 | Square metre | 121.9 | ₹4,13,850.5 |
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