Widening From Single Lane To Intermediate Lane, Strengthening And Improvements To Riding Quality In Government Roads Of Ettayapuram (H) C&M, Sub-Division (Tnv-66)Road A: Improvements To Riding Quality At Km 0/0-3/0 Of Alagapuri Ayankarisalkulam Road.Road
Tender Value
2.14 Crore
Estimated cost
Bid Submission
17 Sep 2025
0 days left
EMD
1.18 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
ettayapuram → 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 Ettayapuram (H) C&M, Sub-division (TNV-66)Road A: Improvements to Riding Quality at km 0/0-3/0 of Alagapuri Ayankarisalkulam road.Road B: Widening from Single Lane to Intermediate Lane and Strengthening at Km 0/0 - 1/8 of Vembur Mavilpatti road
BOQ
| Sl. No. | Item Description |
| 1 | Road Work |
| 2 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112 & 201 a) box cutting for widening portion |
| 3 | Road B |
| 4 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory earth Compactor to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V |
| 5 | Road B |
| 6 | Picking 5cm to 10cm old metalled surface and sectioning 1Sqm as directed by the departmental officers and collecting the picked up salvaged metaland stacking the same for reuseand depositing the debris excludingcost of materials including all labour charges |
| 7 | Road B |
| 8 | Providing, 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 soil compactor 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 B |
| 10 | Providing and laying Prime Coat overWMM surface using Pressure Distributor at the rate of7 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 |
| 11 | Road B |
| 12 | Providing and laying Tack Coat overWMM surface (treated with primer) using Pressure Distributor at the rate of2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material,labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as |
| 13 | Road B |
| 14 | Providing and laying Tack Coat over Existing BT surface using Pressure Distributor at the rate of2 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 |
| 15 | Road A |
| 16 | BM (Grade-II) 50mm Thick Using VG30Providing, 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 of 50mm thick 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 |
| 17 | Road B |
| 18 | BC 30mm Thick (Grade-II) Using VG30 BitumenProviding and laying Bituminous Concrete to 30mm 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 of 40mm thick 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 |
| 19 | Road A |
| 20 | Road B |
| 21 | Refilling of berms on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms. |
| 22 | Road A |
| 23 | Road B |
| 24 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 25 | Basic cost of value put to tender as per estimate |
| 26 | Add GST at 18% |
| 27 | Total Value put to Tender |
| 28 | Quoted Percentage |
| 29 | Quoted Value |
| 30 | Add GST at 18% of Final Quoted Value |
| 31 | Total Value of Contract Including 18% of GST |
| 32 | Basic cost of value put to tender as per Estimate |
| 33 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
| 34 | Quoted Rate in Words |
AI Tender Summary
Tender Timeline
Aug 28, 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
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender