Tender For Construction Of Approach Roads Connecting Nbw Road To Coal Jetty-Ii On Either Side In Vocpa
Tender Value
8.93 Crore
Estimated cost
Bid Submission
28 Oct 2026
1 days left
EMD
17.87 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 Construction Of Approach Roads Connecting Nbw Road To Coal Jetty-Ii On Either Side In Vocpa
BOQ
| Sl. No. | Item Description |
| 1 | Removal of all underwater concrete blocks/boulders of various weights from the Eastern Breakwater. All the concrete blocks and rubble stones were lifted using a jack-up barge mounted with long-boom excavators/cranes. The removed underwater blocks/boulders were transferred to an additional loading barge with a tug/boat and either stacked or dumped at the designated location within a lead of 4 km. The cost includes jack-up barge, additional barge, tug, tippers, divers, riggers, slings, D-shackles, labour for loading, unloading, weighing, all machinery including fuel, men and materials, clearing the site, and all incidental charges complete. Additionally, the removal of 25 mm diameter vertical bond rods using a core cutter and dumping at the designated location, complete as directed by the departmental officers |
| 2 | Earthwork excavation in trenches for foundations in dense or hard soils, not exceeding 1.50 m in width, including dressing of sides and ramming of bottoms, with lift up to 1.50 m, and including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m and lift of 1.50 m. The cost shall include shuttering, strutting, bailing out seepage water wherever necessary, and all incidental charges, complete, complying with AISS and as directed by the departmental officers. |
| 3 | Dismantling and removal of Reinforcement Cement Concrete (RCC) including stacking of serviceable materials and disposal of unserviceable materials with in a lead of 100m including all labour, tools, equipments, transport, fuel, etc., complete complying with AISS and as directed by the departmental officers. |
| 4 | 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 curingetc., complete complying with AISS and as directed by the departmental officers |
| 5 | Formwork: Centering and shuttering including strutting, propping, etc, as per the required line and length at all different elevations level as per the standard specification complete. Form work should be rigid to prevent loss of grout or mortar concrete from concrete at all stages & appropriate to the methods of placing & compacting as per standard specification. It should be made of suitable material i.e., timber, plywood, plastic, Steel depending upon the type of finish specified. The rate shall include cost of equipments, plants, materials, sand, instrumentation, hiring of boat, catamaran, pontoon, labour and survey, fuel etc. complete and as directed by the departmental officers |
| 6 | Setting up the piling gantry and connected equipment over each pile location, including cost of shifting, cost of all materials for piling gantry, labour, setting up the rig to alignment and correct dimensions as shown in the drawing and as directed by the Engineer Incharge. |
| 7 | Providing and fabricating M.S.liners (8mm thick) of required length with M.S. shoes of 1.0 m height using 12mm thick M.S. plates for 1200 mm dia bored vertical pile measured from cut off level of pile to the terminating level including supplying, cutting, rolling, bending, handling and welding cost, labours, materials, accessories, etc., complete as per drawings and specification as directed by Engineer Incharge |
| 8 | Placing the M.S liner (item 2) above for 1200mm dia vertical bored piles. The cost inclusive of charges for transporting to the pile location, aligning, lowering, pitching and driving the liners etc. complete as per standard specification and as directed by Engineer Incharge |
| 9 | Boring through all types of soils, boulders, hard strata and rocks etc. for 1200mm Dia vertical bored piles from the seabed to the founding level (-29meter CD) of the piles, including bailing, chiseling, shifting of materials etc… complete as per directed by the Engineer Incharge |
| 10 | Providing and laying cast-in-situ tremie concrete mix M40 as per standards for 1200 mm Nominal dia vertical bored cast-in-situ reinforced cement concrete piles measured from cut off level of the pile upto founding level excluding cost of reinforcements and M.S liners but including mixing, laying and compacting, consolidating complete as per approved drawings, standard specifications hire charges of concrete pump, trimming pipe, transportation of all men and materials upto worksite and as directed by the Engineer in charge. (cement content shouldbe used above 400 kg) |
| 11 | Chiseling/Breaking using suitable tools and equipments the top of pile concrete up to the receipt of dense concrete and dressing the pile head suitably so as to receive the form work for deck work, including breaking to the required level exposing the pile reinforcement to sufficient length as per approved drawing for embedding into the deck slab etc. including removal of concrete debris from the site, complete for 800mm dia piles as directed by the Engineer Incharge. |
| 12 | Providing and laying reinforced cement concrete in concrete mix M40 for pre-cast beams, slab and pile muff at casting yard, excluding cost of steel reinforcements in position as per approved drawing and as directed by the EIC including shuttering, mixing, laying, consolidating , curing loading at casting yard, conveying from casting yard to site of placing (including handling), unloading and placing in position by suitable method including all labours, slings, shackles and required machineries such as cranes, lorries and pontoons etc., complete as directed by the EIC. (cement content should be used above 400 kg) |
| 13 | Providing and laying cement concrete in M40 mix for cast-in-situ deck concrete in pile muff, deck beam and deck slab works as per drawings, excluding cost of reinforcement in position and including shuttering, mixing, laying, consolidating , curing etc., and making necessary provision for fixing fixtures as per approved drawings complete as directed by the EIC.(cement content should be used above 400 kg) Note:Placing the precast units shall be measured and paid under this item of work |
| 14 | Dynamic pile load test (High strain Dynamic testing) perform Non-Destructive Integrity test of piles of size 1200mm dia according to the approved Specifications and as directed by the Engineer or his representative all as per relevant BIS/ASTM codes including all labour, tool. Equipments, plant, etc., complete. Providing, conducting of routine Dynamic high strain testing using pile Driving analyzer by impacting a 1.5 percent weight of capacity of pile with a fall varying from 1m to 3m including preparing head, providing ply and steel plates, fixing strain gauges etc. all conforming to ASTMD4945. Further include evaluating and submitting report covering Providing, conducting of routine Dynamic high strain testing using pile Driving analyzer by impacting a 1.5 percent weight of capacity of pile with a fall varying from 1m to 3m including preparing head, providing ply and steel plates, fixing strain gauges etc. all conforming to ASTMD4945. Further include evaluating and submitting report covering i) True static capacity of the pile at the time of testing ii) Simulated static load test curve iii) Total skin friction and end bearing of pile iv) Skin friction variation along the length of the pile v) Compressive and tensile stresses developed in pile during testing vi) Net and total displacement of the pil |
| 15 | Supplying and laying impregnated bitumen pad of 20 mm thickness and 275 mm depth (approximately) for expansion joints to the required length as specified in the drawing and as directed, including making necessary holes in the pad and fixing the same to the dowel bars, with all labour, materials, transportation, tools, equipment, etc., complete and as directed by the departmental officers. Note:-The rate shall include making necessary holes in the pad for fixing the same to the dowel bars.The joint filler shall comply with IS 1838:1983 or its latest edition. |
| 16 | Providing and laying Plain Cement Concrete 1:1.5:3 (One part of cement,One and ahalf parts of Coarse sand &ThreeParts of graded stone aggregate (i.e.)2 parts of 20mm nominal sizegraded metal &1part of 10 mm nominal size graded metal) forRCCworks using20mm nominal size graded metal including mixing, laying, levelling,consolidation,finishing and curingetc., complete complying with AISS and as directed by the departmental officers. |
| 17 | Protective Coating for Environmental Face Using Dekguard Sof (Fosroc): Providing and applying a single-component, high-build elastomeric, crack-bridging, CO₂-resistant and chloride ion diffusion-resistant, UV-resistant, breathable acrylic coating with elongation at break exceeding 200%, using Dekguard Sof (Fosroc) or equivalent approved material. The coating shall be applied in two coats (each coat of 125 microns DFT) over an acrylic resin-based primer, achieving an average total thickness of 250 microns DFT. The work shall include the application of the acrylic resin-based primer as per the manufacturer's recommendations. The item rate shall be inclusive of all materials, labour, supervision, tools and tackles, transportation, and all incidental charges, complete as per specifications and as directed by the departmental officers. |
| 18 | INTEGRITY TEST ON WORKING PILES Conduct non-destructive integrity test on working piles using low strain sonic diagnostic system as specified and as directed by the Engineer for 1200 mm dia piles |
| 19 | Fabricating and placing in position of M.S / Tor steel grills for R.C.C works in all floors including cost of Steel, cutting, bending, binding with 16 Gauge GI Binding wire and placing in position etc., complete complying with AISS and as directed by the departmental officers. |
| 20 | Supplying and placing Stone of size 3 to 5 Tonne from any licensed quarry like Thattaparai,Srivaikundam,etc., including loading the stone toTipper /Trailer /Taarrus by using suitablecrane /equipment, conveying by road to Department approved weigh bridge for weighment and conveying to site, lifting and placing in position of stone in the slope of the breakwater bund by using crane / required equipments, the cost inclusive of all labour charges for sectioning including divers,seiginorage charges for quarrying, charges for lorries, crane required equipments, tools & plants etc., complete and as directed by the departmental officers. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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