Tender For Repairs To Hardstanding, Path And Paver Block, Drain Chute, Chain Link Fencing, Compound Wall And Other Connecting Works At Inhs Patanjali, Nchc, Mes Area And Site ‘E Of Naval Base Area Karwar.
Tender Value
47.90 Lakhs
Estimated cost
Bid Submission
07 Sep 2026
15 days left
EMD
95800
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Uttara Kannada → Karnataka
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairs To Hardstanding, Path And Paver Block, Drain Chute, Chain Link Fencing, Compound Wall And Other Connecting Works At Inhs Patanjali, Nchc, Mes Area And Site ‘E Of Naval Base Area Karwar.
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for, complete all as specified and directed. |
| 2 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) in ground floors and paving, not exceeding 15 cm thickness (below or above ground level), all as directed. |
| 3 | Demolition of stone slabs and tiles of any description or thickness in floors, aprons, etc., laid, bedded and pointed in any mortar, all as specified and directed. |
| 4 | Demolition of concrete block walling, brickwork or stone/boulder masonry, built in cement mortar, including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and directed. |
| 5 | Dismantling of concrete block walling, brickwork or stone/boulder masonry, built in cement mortar, including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and directed. |
| 6 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed. |
| 7 | M&L for PCC 1:4:8, Type D-2 using 40 mm graded stone aggregate in foundations, filling and mass concrete, complete all as specified and directed. |
| 8 | M&L for machine-pressed precast concrete interlocking coloured paver blocks of any size and shape, conforming to IS 15658:2006, 60 mm thick, M-35 grade, with grey cement and pigment, complete all as specified and directed. |
| 9 | M&L for stone dust or sand base filling in floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled, and blinded with earth and rammed, including watering, complete all as specified and directed. |
| 10 | M&L for cement concrete tiles 30 cm × 30 cm × 20–22 mm thick, machine-pressed (with grey cement and no pigment), set, jointed and pointed in neat cement slurry in floors, over and including 15 mm thick bedding layer in CM 1:6, complete all as specified and directed by the Engineer-in-Charge. |
| 11 | M&L for PCC 1:2:4, Type B-1 using 20 mm graded aggregate, as in kerbing all around tiles, complete all as specified and directed. |
| 12 | Providing and laying at or near ground level factory-made kerb stones of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curves, shall not exceed 5 mm), including providing drainage openings wherever required, complete all as specified and directed by the Engineer-in-Charge. |
| 13 | M&L for preparing new brick, stone, concrete or plastered surfaces of any description over 10 cm girth or width, not otherwise described, and applying two coats of synthetic enamel paint using mechanical spray (maximum working pressure of 3300 PSI) over a coat of primer complete all as specified and directed. |
| 14 | M&L for preparing old brick, stone, concrete or plastered surfaces of any description over 10 cm girth or width, not otherwise described, and applying one coat of synthetic enamel paint using mechanical spray (maximum working pressure of 3300 PSI), complete all as specified and directed. |
| 15 | M&L for providing cement concrete 100 mm thick, Type B-1, 1:2:4 (using 20 mm graded aggregate), laid in flooring (if required, laid in alternate panels), including finishing the surface even and smooth without using extra cement, complete all as specified and directed. |
| 16 | M&L for providing precast cement concrete block masonry with solid blocks exceeding 10 cm in width, Type C-1 (1:3:6) using 20 mm graded aggregate, set in cement mortar 1:6, complete all as specified and directed. |
| 17 | M&L for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6, complete all as specified and directed. |
| 18 | M&L for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6, but excluding the cost of stones, complete all as specified and directed. |
| 19 | M&L for flush pointing for random rubble masonry or concrete block walling in cement mortar 1:4, complete all as specified and directed. |
| 20 | M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of concrete surfaces, finished even and smooth without using extra cement, including necessary scaffolding and safety measures, complete all as specified and directed. |
| 21 | M&L for preparation of new plastered or decorated wall surfaces and applying two coats of acrylic exterior emulsion paint using mechanical spray (maximum working pressure of 3300 PSI) over a coat of primer, including necessary scaffolding and safety measures, complete all as specified and directed by the Engineer-in-Charge. |
| 22 | M&L for precast cement concrete 1:2:4, Type B-1 (using 20 mm graded stone aggregate), set in cement mortar 1:6, as in landings, cover slabs, manholes, chajjas, water troughs, manger shelves and similar articles, with plain faces, complete all as specified and directed. |
| 23 | M&L for mild steel TMT bars (CRS/HCRM) 10 mm dia and over, cut to length, bent to shape as required, including cranking, bending spirally for hooping for columns, hooking ends, and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, conforming to Fe-410-S, complete all as specified and directed. |
| 24 | M&L for mild steel TMT bars (CRS/HCRM) 6 mm to 8 mm dia, cut to length, bent to shape as required, including cranking, bending spirally for hooping for columns, hooking ends, and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, conforming to Fe-410-S, complete all as specified and directed. |
| 25 | M&L for framed steel work such as grills, gratings, sunshades, etc., with ends of bars shouldered and/or riveted or welded, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walkways, railings, framework of water tanks and similar work, conforming to Fe-410-O or Fe-310-O, complete all as specified and directed. |
| 26 | M&L for preparing new or previously untreated surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint using mechanical spray (maximum working pressure of 3300 PSI) over one coat of red oxide primer, complete all as specified and directed. |
| 27 | M&L for preparing old or previously treated surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint using mechanical spray (maximum working pressure of 3300 PSI) complete all as specified and directed. |
| 28 | Dismantling posts or struts including GI barbed wire (wood, steel or RCC) embedded in concrete, brickwork or masonry of any section, including taking out embedded portion and making good disturbed ground, complete all as specified and directed. |
| 29 | Excavation in post holes (or similar holes) in hard/dense soil, each not exceeding 0.50 cum, including getting out, returning, filling in and ramming earth around in layers not exceeding 25 cm, watering, removing surplus soil to a distance not exceeding 50 m and making good surfaces, complete all as specified and directed. |
| 30 | S&F for cement concrete 1:3:6, Type C-2 using 40 mm graded mechanically crushed stone aggregate, as in foundations, filling and mass concrete, complete all as specified and directed. |
| 31 | S&F for mild steel handrails, half-round or other stock section, or core for wooden handrails, straight portions, drilled and countersunk for balusters, running bars, for doors, balusters, nosing to steps, including embedding in concrete and screwing, etc.; wind ties for roofs including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh, etc.) including all necessary drilling, bolting or riveting, and similar work, conforming to Fe-290, complete all as specified and directed. |
| 32 | S&F for mild steel screw bolts (machine-made), 11 to 15 mm diameter of shank, with hexagonal or square heads at one end and screwed at the other end or screwed at both ends, each bolt fitted with washers and one hexagonal or square nut, length of bolt not exceeding 5 cm, complete all as specified and directed. |
| 33 | Dismantling fencing wire mesh from concrete posts/struts, complete all as specified and directed. |
| 34 | Supply only chain link MS galvanised fencing of any mesh size and type, complete all as specified and directed.Note: Fixing shall be measured and paid for separately. |
| 35 | Fixing only in repairs chain link fencing, including line wires of any mesh size and type, to any type of standards, rails, straining bolts, etc., including provision of binding wire, complete all as specified and directed.Note: Chain link mesh shall be measured and paid for separately. |
| 36 | S&F in repairs galvanised 2-strand steel barbed wire, 2.24 mm dia wire barbed with 2 mm dia barbs at 75 mm spacing, straining and fixing to any type of standards, rails, straining bolts, etc., including securing or tying at crossings and provision of galvanised mild steel wire, staples or steel pins, complete all as specified and directed. (Each line wire shall be measured.) |
| 37 | Restraining and resecuring galvanised 2-strand steel barbed wire of any diameter, barbed with 2 mm dia barbs at 75 mm spacing, in any position, including making good staples, complete all as specified and directed. |
| 38 | S&F for punched tape concertina coil, 0.5 mm thick, 600 mm dia coil, having 125 to 127 clips per 6 m length, including one running metre of concertina coil using 10 to 15 running metres of single wire, including dismantling and removal of existing coil, complete all as specified and directed. |
| 39 | M&L for plain cement concrete 1:3:6, Type C-2 using 40 mm graded stone aggregate, as in surface channels and drains, including necessary formwork, complete all as specified and directed. |
| 40 | M&L for 75 mm thick PCC 1:3:6, Type C-2 using 20 mm graded stone aggregate, as in hardstanding/plinth protection, finished even and smooth without using extra cement, complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysSep 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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