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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.3 LAccepted-Finance 3 165 1A KAMARAJ NAGAR KANGAYAMPALAYAM SULUR COIMBATORE TAMIL NADU 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | L1 | Accepted-Finance Lowest rate quoted | |
| 2 | L2₹26.5 L+₹1.3 L (4.96%)Rejected-Finance COIMBATORE | L2 | Rejected-Finance Highest rate quoted |
Tender Value
₹25.3 L
EMD Value
₹23,000
Closing Date
13 Mar 2026, 3:00 pmClosed
Divisional Engineer
Divisional Engineer Office Highways Department Construction and Maintenance Coimbatore 641018
Restoration at Km.4/0-4/342 LHS of North Coimbatore Ramanathapuram Chettipalayam road
2026_HWAY_670945_1
Restoration at Km.4/0-4/342 LHS of North Coimbatore Ramanathapuram Chettipalayam road
Open Tender
Civil Works - Highways
Percentage
90 days
coimbatore
Please refer tender document
7 documents required · 7 mandatory
₹0
₹23,000
7 Jul 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
5 Mar 2026 - 6 Mar 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 |
|---|---|---|---|---|---|
| 1 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Boxing including conveyance of cut earth away from the site with average lead. (Morth No. 111, 112, 304) | 402.51 | Cubic metre | 145.08 | ₹58,396.15 |
| 2 | Filling with stone dust including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete below levelling course. (Morth No. 111, 112) | 185.79 | Cubic metre | 333 | ₹61,868.07 |
| 3 | Cement Concrete 1:3:6 (M10) mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete Levelling course. (Morth No. 1000, 1500, 1700, 2908) | 185.79 | Cubic metre | 6,120 | ₹11,37,034.8 |
| 4 | Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) 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 per Clause 503 of MORTH Rev-5.
(Morth No. 111, 112, 501, 503, 900) | 619.25 | Square Metre | 23.96 | ₹14,837.23 |
| 5 | Tack Coat Over Existing BT Surface Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) 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 503 of MORTH Rev-5.
(Morth No. 111, 112, 501, 503, 900) | 895.75 | Square Metre | 34.24 | ₹30,670.48 |
| 6 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks paver finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete asper specification using CMP as per clause 504 of MORTH Rev-5 | 30.96 | Cubic metre | 9,546.78 | ₹2,95,568.31 |
| 7 | Providing and laying Bituminous Concrete to 30/40mm 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 50.30kgs of VG30 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory 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, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.(Morth No. 111, 112, 501, 507, 900) | 45.45 | Cubic metre | 11,984.88 | ₹5,44,712.8 |
| 8 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | - | - | - | - |
| 9 | Basic cost of value put to tender as per estimate | - | (A) | - | - |
| 10 | Add GST at 18% | - | (B) | - | - |
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