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Tender Value
₹4.3 Cr
EMD Value
₹2.3 L
Closing Date
12 Oct 2026, 12:00 pm
Superintending Engineer Coimbatore
Superintending Engineer Office Highways Department Construction and Maintenance Highways compound Trichy road Coimbatore 641018
Restoration at Km 0.0 to 1.345 LHS Ch 1.775 to 2.145 LHS Service road of North Coimbatore Flyover and Ch 0.000 to 2.430 RHS of North Coimbatore Ramanathapuram Chettipalayam Road
2026_HWAY_708187_1
North Coimbatore - Ramanathapuram - Chettipalayam Road
Open Tender
Civil Works - Highways
Percentage
91 days
Coimbatore
Refer pre qualification document volume I
13 documents required · 13 mandatory
₹0
₹2.3 L
25 Sept 2026
25 Sept 2026
12 Oct 2026
25 Sept 2026
12 Oct 2026
29 Sept 2026
28 Sept 2026 - 28 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 |
|---|---|---|---|---|---|
| 1 | Earthwork 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 back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Boxing including conveyance of sut earth away from the site with average lead (Morth No. 111, 112, 301, 305, 900) | 5,461.21 | Cubic Metre | 145.08 | ₹7,92,312.35 |
| 2 | GRANULAR SUB BASE
Providing, 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 - For Grading-V Material (Filter/ Separation Layer at Bottom) (Morth No. 111, 112, 401, 900) | 1,588.5 | Cubic Metre | 2,334.68 | ₹37,08,639.18 |
| 3 | GRANULAR SUB BASE
Providing, 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 - For Grading-III Material (Drainage Layer at Top) (Morth No. 111, 112, 401, 900) | 794.25 | Cubic Metre | 2,607.71 | ₹20,71,173.67 |
| 4 | WET MIX MACADAM
Providing, 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 (Morth No. 111, 112, 406, 900) | 1,985.63 | Cubic Metre | 2,888.56 | ₹57,35,611.39 |
| 5 | Providing 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 (Morth No. 111, 112, 501, 502, 900) | 7,942.5 | Square Metre | 123.64 | ₹9,82,010.7 |
| 6 | Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50 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) | 7,942.5 | Square Metre | 29.31 | ₹2,32,794.68 |
| 7 | DBM (Grade-I) 75mm Thick Using VG40 Bitumen
Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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 as per specification using CMP as per clause 505 of MORTH rev-5. (Morth No. 111, 112, 505, 900) | 695.71 | Cubic Metre | 15,429.31 | ₹1,07,34,325.26 |
| 8 | DBM (Grade-I)I 50mm Thick Using VG40 Bitumen
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 (Morth No. 111, 112, 505, 900) | 397.13 | Cubic Metre | 16,685 | ₹66,26,114.05 |
| 9 | Providing and laying Bituminous Concrete to 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 VG40 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 40mm 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 - Grading II (Morth No. 111, 112, 501, 507, 900) | 317.7 | Cubic Metre | 18,317.88 | ₹58,19,590.48 |
| 10 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | - | - | - | - |
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