Tender For Widening From Single Lane To Intermediate Lane, Strengthening And Improvements To Riding Quality In Government Roads Of Tiruchendur (H) C&M, Sub-Division (Tnv-57)A) Widening From Single Lane To Intermediate Lane And Strengthening At Km 0/0 - 2/
Tender Value
2.30 Crore
Estimated cost
Bid Submission
17 Sep 2025
0 days left
EMD
1.26 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tiruchendur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening from Single Lane to Intermediate Lane, Strengthening and Improvements to Riding Quality in Government Roads of Tiruchendur (H) C&M, Sub-division (TNV-57)A) Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 2/0 of Udayarkulam-Chinnamathikoodal RoadB) Improvements to Riding Quality at km 0/2 - 1/6 of Vellamadam Branch Road
BOQ
| Sl. No. | Item Description |
| 1 | Road Work |
| 2 | 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, materials tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., a) Box cutting for widening portion |
| 3 | Road A |
| 4 | Picking 5cm to 10cm old metalled surface and sectioning 1Sqm Picking the existing BTsurface upto 5 cm to 10 cmas per MORTH Rev.V Clause No. 111, 112, 202 depth directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental chargesetc.,complete as per standard specifications as per MORTH Rev.V Clause No. 111, 112, 202 |
| 5 | Road A |
| 6 | GRANULAR SUB BASE - Grade - V 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 |
| 7 | Road A |
| 8 | GRANULAR SUB BASE - Grade - IIIProviding, 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 |
| 9 | Road A |
| 10 | WET MIX MACADAMProviding, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 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 |
| 11 | Road A |
| 12 | Prime Coat Over WMM Surface -Providing and laying Prime Coat over 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 |
| 13 | Road A |
| 14 | Tack Coat Over Primed Surface - 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 |
| 15 | Road A |
| 16 | Tack Coat Over Existing BT Surface - Providing and laying Tack Coat over Existing BT Surface using 2.00 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 perClause 503 of MORTH Rev-5 |
| 17 | Road B |
| 18 | BM (Grade-II) 50mm Thick Using VG30 - 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 37 Kgs 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 20-30ton 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 as per specification using CMP as per clause 504 of MORTH Rev-5 |
| 19 | Road A |
| 20 | Road B |
| 21 | BC 30mm Thick (Grade-II) Using VG30 Bitumen - 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 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 |
| 22 | Road A |
| 23 | Road B |
| 24 | COMPACTION ONLY FOR UTILIZING AVAILABLE BOX CUT EARTHHire charges for Machineries Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. |
| 25 | Road A |
| 26 | EARTH WORK FOR BERMS INCL. COMPACTIONEarthwork 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, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, 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 making up of low berms with conveyance Lead for Carted Earth: 5 kms |
| 27 | Road B |
| 28 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 29 | Basic cost of value put to tender as per estimate |
| 30 | Add GST at 18% |
| 31 | Total Value put to Tender |
| 32 | Quoted Percentage |
| 33 | Quoted Value |
| 34 | Add GST at 18% of Final Quoted Value |
| 35 | Total Value of Contract Including 18% of GST |
| 36 | Basic cost of value put to tender as per Estimate |
| 37 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
| 38 | Quoted Rate in Words |
AI Tender Summary
Tender Timeline
Aug 21, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 17, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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