Tender For Providing Security Fencing With Chain Link Fencing At South Breakwater By Dismantling The Existing Corroded Fencing And Resurfacing The Two Wheeler Road At Sbw Inside Green Gate At Vocpa.
Tender Value
4.39 Crore
Estimated cost
Bid Submission
31 Aug 2026
9 days left
EMD
8.79 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
Tuticorin → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Security Fencing With Chain Link Fencing At South Breakwater By Dismantling The Existing Corroded Fencing And Resurfacing The Two Wheeler Road At Sbw Inside Green Gate At Vocpa.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling Barbed wire or Flexible wire rope in fencing including making rolls and stacking them within a lead of 100m including all labour, tools, equipments, transport, fuel, etc., complete complying with AISS and as directed by the departmental officers. |
| 2 | Dismantling Steel works including dismembering and stacking the materials within a lead of 100m including all labour, tools, equipments, transport, fuel, etc., complete complying with AISS and as directed by the departmental officers. |
| 3 | Dismantling and removal of Plain Cement Concrete (PCC) above G.L. upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within a lead of 100 m including all labour, tools, equipments, transport, fuel, etc., complete complying with AISS and as directed by the departmental officers. |
| 4 | Dismantling and removal of Stone Masonry (RR Masonry) work in Cement Mortar above G.L. upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within a lead of 100 m including all labour, tools, equipments, transport, fuel, etc., complete complying with AISS and as directed by the departmental officers. |
| 5 | Earthwork in bulk excavation in dense (or) hard soil (exceeding 30cm in depth, 1.5m in width as well as 10 Sqm. on plan) including disposal of excavated soil lead upto 50m, disposed soil to be levelled and neatly dressed etc., complete complying with AISS and as directed by the departmental officers. |
| 6 | Providing Form work including centring, shuttering for foundation footings of columns, mass concrete so as to give a rough finish shuttering and propping etc., complete complying with AISS and as directed by the departmental officers. |
| 7 | Providing and laying Plain Cement Concrete 1:4:8 (One part of cement, 4 parts of M.Sand (Crushed Stone Sand) & 8 Parts of 40 mm nominal size metal ) for foundation using 40 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers. |
| 8 | Providing and laying Reinforced Cement Concrete 1:1.5:3 (One part of cement, One and a half parts of M. Sand (Crushed Stone Sand) & Three Parts of graded stone aggregate (i.e.) 2 parts of 20mm nominal size graded metal & 1 part of 10mm nominal size graded metal) using 20 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., and excluding the cost of form work and reinforcement grills for all RCC works in all floors upto full height of the building etc., complete complying with AISS and as directed by the departmental officers. |
| 9 | Supplying the structural steel, MS Flats, Square Rods, Angles, Channels etc., for vertical members / bracing /stiffeners / Base plates or for any other usage as a structural member, fabricating, welding and erecting the frame work in position at the locations shown in the drawing including all labour, materials, conveyance, tools & plants, etc., complete and as directed by the departmental officers (Note : 1. While fabricating, necessary holes and bolt & nut shall be provided at no extra cost in the structural members. 2. In case, the specified MS section is not available in the market, the nearest alternative section may be used after approval of the Engineer). |
| 10 | Plastering the Brick work 15 mm thick in Cement Mortar 1:5 (Plastering Sand (P-Sand)) (One cement, five Plastering Sand (P-Sand)) for all faces of walls (even and uneven) in all floors upto full height of the building including necessary scaffolding, racking of masonry joints, cleaning, curing etc., complete complying with AISS and as directed by the departmental officers. |
| 11 | Removing the old paint and rust from steel structure by manually using power tools/hand tool, steel wire brush and sand paper and applying one coat of Rust-O-Cap self primer (DFT 100 microns ) over steel structure and one coat of Epoxy MIO for intermediate (DFT 100 microns) and two coats of polyurethane - Apcothane CF 675 paint ( DTF 35*2= 70 microns) of using different shades after scrapping the old paint, rust and throughly cleaning the steel surface etc., complete and as per the direction and satisfaction of the Departmental officers. The rate inclusive cost of all materials, labours and T&P etc complete and as directed by the departmental officers. |
| 12 | Providing and fixing 50 x 50 mm size PVC Coated chain link fabric fencing made of G.I. wire of dia. 4 mm to achieve outer dia. not less than 5 mm in required colour and shade of required width including strengthening with 2 mm dia wire or nuts, bolts and washers as required, all labour, materials, tools & plants etc., complete and as directed by the departmental officers. |
| 13 | Supplying and fixing of G.I. Barbed wire 10 gauge (6Rm. / Kg.) two ply three points confirming to I.S. Code No. 278 -1962 Type - I, straining and fixing to any type of standard rails, straining bolts including securing with and provision of galvanised mild steel wire, stapples or steel pins etc., for horizontal and tying with the fencing / M.S angle post using G.I steel wire including all materials, labour, tools etc., complete complying with AISS and as directed by the departmental officers. |
| 14 | Painting the Floor surfaces with Two Coats of Synthetic Enamel Paint of approved quality (excluding priming coat) on previously painted concrete / masonry / plastered surfaces with ready mixed paint brushing for use on floors to give an even shade including cleaning the surface of dirt, dust and other foreign matter and sand papering as required including cost of Synthetic Enamel Paint and labour charges etc., complete complying with AISS and as directed by the departmental officers. |
| 15 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg. per Sqm. on the prepared bituminous / granular surface cleaned with mechanical brooms including cost of bitumen emulsion, labour, T&P etc., complete as per clause 503 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 16 | Providing and laying Bituminous Concrete (BC) to the required thickness with 100-120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with Bituminous binder @ 5.4 to 5.6 Percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specification (Fifth Revision) clause No. 507 complete in all respects including cost of bitumen, labour, materials, T&P etc., complete and as directed by the departmental officers. |
| 17 | Providing and laying of Hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms. per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 for centre line and edge line. The finished surface to be level, uniform and free from streaks and holes etc., The rate including cost and conveyance of all materials, labour, incidental charges, marking for applying paint, brushes, equipments etc., complete as per MORT&H Specification (Fifth Revision) Clause No.803 and as directed by the departmental officers. |
| 18 | Providing and fixing Reflective Road Studs of 'Category - A' Raised pavement markers made out of poly carbonate / methyl methecrylate/ABS mouled body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D 4280. The reflective raised pavement markers shall also confirm to the MORT&H circular No RW / NH 33023 / 10 / 97 - DO.III, dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 Sq.cm. on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of dia not less than 19 +/- 2 mm and height not less 30 +/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacture's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg. tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORT&H specification (Fifth Revision) Clause 804 etc., complete. The cost inclusive of studs and other tools and plants fixing materials drilling holes etc., complete as per MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 19 | Supplying and installing of Delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level painted at alternatively black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete as per MORT&H Specification (Fifth Revision) Clause No.806 and as directed by the departmental officers. |
| 20 | Providing and Fixing of Flexible Median Markers as per IRC 79-2019 shall be provided with fluorescent yellow colour retro reflective sheeting Type XI as per IRC:67 2012 Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound / bounce back property. The body of FMM shall bounce back to its original position after 750 numbers of hits using pendulum of 1.8 Kg conforming to ASTM D 256. Height: The marker height shall be a minimum of 180 mm Width: The marker width shall be a minimum 120 mm Body Thickness: minimum of 6.5 mm Shank Length: Each of the shanks shall not be less than 20 mm and depth shall not be less than 30 mm. Reflective Area: Shall not be less than 90 Cm Square. The sheeting shall be of Type XI as per IRC: 67 2012 and it should be on both the faces which provides maximum reflectivity at longer distance and is quite durable. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. Post installation the contractor shall obtain and submit a warranty Certificate from the product manufacturer in original for 2 years for the field performance of the product. Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting / Drilling on concrete medians or properly constructed solid medians.The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 21 | Providing and fixing Retro - Reflectorised Cautionary, Mandatory and Informatory traffic signs (with definition board) - 60 cm equilateral triangle made out of High Intensity Prismatic Grade Sheeting conforming to 'Type - IV' standards of IRC 67 : 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel sheet and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear height of not less than 2.10m fromthe ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cmsize including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the departmental officers. High intensity Retro - Reflectro sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.6 of IRC 67 : 2012. The Retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 : 2012 (As per MORT&H Specification (Fifth Revision) Clause No.801). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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