Tender For Development Of Fish Landing Centre At Chandinipal In Bhadrak District, Odisha
Tender Value
25.80 Crore
Estimated cost
Bid Submission
29 Sep 2026
16 days left
EMD
25.80 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhadrak → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Fish Landing Centre At Chandinipal In Bhadrak District, Odisha
BOQ
| Sl. No. | Item Description |
| 1 | Reclamation: Filling with Good earth and spreading the lower area of reclamation zone to acheive the design formation level of R.L. + 3.60m with using hydraulic excavator, tipper & dozer to spreading and compaction with vibratory roller & OMC condition till the desired density is attend inclduing hire charges etc. complete as per direction of Engineer-in-charge. Including cost, conveyance, royalties and taxes of all labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge. D. Wall, Reclamation |
| 2 | Providing, transporting, bringing to site, unloading, setting up, assembling, and installing in position all necessary machinery, plant, rigs, crane, bentonite mixing plants, pumps, tremie pipes, tools, and accessories required for the execution of cast-in-situ bored piling works; including subsequent dismantling and demobilization from the site upon completion, all complete as per technical specifications and directions of the Engineer-in-Charge. D. Wall |
| 3 | Sand Filling in Foundation & Plinth: Earthwork in filling foundation trenches and plinth with approved quality sand, including supplying, cost, conveyance, loading, unloading, royalties, statutory levies, labour cess, and all applicable taxes; spreading in layers not exceeding 150mm thick, watering, compacting, and ramming to achieve maximum density; including all tools, plant (T&P), equipment, and incidentals necessary for the complete execution of work in all respects, as per technical specifications and directions of the Engineer-in-Charge. A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Septic Tank & Soakpit, Reclamation, ETP, Surface Drain, Fish Drying Yard |
| 4 | Earth work in excavation of foundation trenches in all kind of soil including moorum stony earth and earth mixed with boulders except sheet rock and boulders requiring blasting including dressing of sides and levelling the bed up to 1.50M depth and depositing the excavated materials away from the work site with all leads and lifts .Including cost, conveyance, royalties and taxes of all labour, labour cess, T&P required for the work complete in all respect as per the direction of Engineer in charge. A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Septic Tank & Soakpit, ETP, Surface Drain, Fish Drying Yard |
| 5 | Providing, transporting, bringing to site, unloading, setting up, assembling, and installing in position all necessary machinery, plant, rigs, crane, bentonite mixing plants, pumps, tremie pipes, tools, and accessories required for the execution of cast-in-situ bored piling works; including subsequent dismantling and demobilization from the site upon completion, all complete as per technical specifications and directions of the Engineer-in-Charge. D. Wall |
| 6 | Shifting & Setting Up Piling Rig per Location: Shifting, moving, positioning, leveling, and setting up the complete piling plant, rig, heavy equipment, tools, and accessories at each individual pile location within the site premises; including initial rigging, alignment, site preparation, path/ground stabilization for rig movement, supplying all necessary labor, tools and plant (T&P), and meeting the cost of conveyance, royalties, labour cess, statutory levies, and all applicable taxes required for the complete execution of work in all respects, as per technical specifications and directions of the Engineer-in-Charge.D. Wall |
| 7 | Providing, fabricating, rolling, bending, circular-welding, transporting, delivering, and fixing/sinking in position at site 6mm thick Mild Steel (MS) plate liners of 300mm outer diameter for bored cast-in-place concrete piles, conforming to Grade E250 (Fe 410) of IS: 2062. The work shall include the cost of all primary MS steel plates, rolling to cylindrical shape, shop/field electric arc welding of continuous longitudinal and circumferential joints, fabrication, supply, loading, unloading, freight, cartage, handling, storage, site delivery, all statutory taxes, GST, duties, octroi, and royalties; all labor, tools, plants, machinery, crane/derrick operations, positioning, guide frames, driving, lowerings, alignment, trimming, waste/scrap cut-offs, along with all incidental operational and safety expenses complete in all respects, as per approved structural drawings, technical specifications, and to the complete satisfaction of the Engineer-in-Charge.A.Hall, Net Mending Shed,Gear Shed, Community Toilet, Over Head Tank / U.G Sump |
| 8 | Providing, fabricating, rolling, circular welding, transporting, and delivering to site 6mm thick Mild Steel (MS) plate liners of 600mm nominal/outer diameter for bored cast-in-place concrete piles, conforming to IS: 2062 (Grade E250 / Fe 410 W). Rate shall be inclusive of the cost of raw MS steel plates, rolling to cylindrical casing shape, continuous shop/field full-penetration welding of longitudinal and circumferential butt joints, cleaning of welds; all raw material supply, conveyance, freight, loading, unloading, handling, storage, site delivery, all applicable royalties, statutory taxes (including GST), octroi, and duties; all labor, high-strength electrodes, tools, plants, machinery, cranes, cutting waste, scrap allowances, and all incidental operational and safety expenses complete in all respects, as per approved structural drawings, technical specifications, and to the complete satisfaction of the Engineer-in-Charge.D. Wall |
| 9 | Driving, sinking, and positioning of 450 mm nominal diameter Mild Steel (MS) liners/casings for bored cast-in-situ concrete piles to specified depths below working ground level, including precise positioning and pitching of liners using GPS / total station instrument, full-penetration field welding, jointing, extension of liners as per site requirements, and trimming/cutting down extra length of liner above the required cut-off level; utilizing specialized pile driving rigs, vibro-hammers, cranes, and other necessary mechanical equipment and machinery; including all cost of operations, conveyance, loading, unloading, handling, site shifts, electric welding consumables, all statutory taxes, GST, duties, royalties, labor cess; all labor, skilled operators, tools, tackles, plants (T&P), testing for alignment/plumbness, and removing/disposing of cut-off steel scrap complete in all respects, as per approved drawings, technical specifications, and to the complete satisfaction of the Engineer-in-ChargeD.Wall |
| 10 | Temporary Cofferdam Construction: Providing, constructing, maintaining, and removing temporary cofferdam using driven wooden Bullah piles (sal/hardwood of required diameter and length) driven deep into the bed, interconnected with waling pieces/runner braces, along with double-line or single-line sand bag protection stacked securely; including supply, filling, tying, and placing sound sand-filled gunny/HDPE bags to seal seepage; maintaining structural stability against water flow and wave action, continuous dewatering during Toe Wall construction, and final dismantling and site clearance after completion; including all costs, conveyance, labor, labor cess, tools & plant (T&P), royalties, statutory taxes, and incidentals complete in all respects as per technical specifications and directions of the Engineer-in-Charge. D. Wall, Gabbion Box |
| 11 | Plain Cement Concrete (PCC M10 Grade): Providing, mixing, batching, laying, and compacting Plain Cement Concrete of mix M10 in foundation and plinth, maintaining specified nominal mix proportions using OPC cement @ 180 kg/cu.m, 40mm and down size graded granite coarse aggregates @ 0.85 cu.m/cu.m, and fine aggregates @ 0.57 cu.m/cu.m; machine-mixed using mechanical concrete mixer, laid in uniform horizontal layers not exceeding 15 cm in thickness, thoroughly compacted using mechanical vibrators/rammers, and properly cured for the specified duration; including supply of all materials (cement, aggregates, water), labor, machinery usage charges (Hire, Operation & Maintenance - HOM), tools & plant (T&P), lead, lift, loading, unloading, statutory taxes, royalties, and labor cess complete in all respects as per technical specifications and directions of the Engineer-in-Charge.D.Wall, Fish Drying Yard |
| 12 | Continuous Dewatering for Diaphragm Wall Works: Providing, installing, operating, maintaining, shifting, and removing suitable capacity mechanical/submersible/diesel pump sets along with all necessary suction/delivery pipes, foot valves, electrical connections, generator sets, and discharge channels to keep the work area, guide walls, trench excavation zones, and rebar cage lowering pits completely free from water, river seepage, surface runoff, and subsoil water during the construction of the diaphragm wall along the waterfront/riverfront; including continuous 24/7 operation as required, cost of fuel, power, lubricants, standby equipment, skilled operators, labor, tools & plant (T&P), lead, lift, environmental protection/discharge arrangements, statutory taxes, labor cess, and all incidental charges complete in all respects, as per technical specifications and directions of the Engineer-in-Charge. D. Wall |
| 13 | Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine mixed, self compacting, ready mix reinforced cement concrete, tramie controlled, of M 30 grade using minimum 400 kg cement per cum of concrete including providing and mixing required admixtures in recommended proportions as per IS : 9103, as approved by the Engineer-in-charge, for achieving 150- 200mm slump, for diaphragm wall having thickness as per approved structural design not exceeding 600 mm, in pannels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils and rocks, including working in or under water and / or liquid mud, in foul conditions and pumping or bailing out of water and removing slush, including disposal of earth/ rock / slush etc. for all leads and all lifts, including preparing, providing and re-circulating bentonite slurry in the trench as and when required for all depths, including agitating bentonite slurry during trenching etc., providing and fixing stop ends or form tubes, upto the required depth of diaphragm wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping / chiseling etc. including filling the depression/ cavities with sound concrete etc. complete and as directed by the Engineer-in- charge, but excluding the cost of reinforcement and inserts. (rates include cost of all inputs of labour, material and T & P, cost of handling, lifting & placing in position the reinforcement cage in the trench, including the additional cost of welding the reinforcement bars etc. involved in the work and all other incidental expenditure for completing the work as directed by the Engineer-in-charge),Including cost, conveyance, royalties and taxes of all labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge. Diaphragm wall |
| 14 | Boring through all type of soil strate including silty clay or silty sand and compact fine to medium sand (Rate include removal of excavated materials clearing base, taking all necessary measures to retain sides and prevent recking of pile) from cut off level to (-) 12.5m level. Including cost, conveyance, royalties and taxes of all labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge. D.Wall |
| 15 | Cast-in-Situ Bored Pile Concreting (M35 Grade): Providing, batching, mixing, transporting, placing, and laying in position Design Mix Cement Concrete of M35 grade, using a minimum cement content of 450 kg/cu.m and graded crushed stone aggregates of 20mm nominal maximum size, for RCC bored cast-in-situ piles; including controlled tremie pipe concreting, lowering and supporting the reinforcement cage prior to and during concreting, slurry displacement management, and proper curing; excluding the cost of steel reinforcement; including cost, conveyance, loading, unloading, storage, royalties, statutory levies, labor cess, all applicable taxes, labor, machine/equipment operation, tools and plant (T&P), and all incidental expenses necessary to complete the work in all respects, as per relevant IS codes, approved structural drawings, technical specifications, and directions of the Engineer-in-Charge.D.Wall |
| 16 | R.C.C. work of M-30 grade having minimum compressive strength in work test of 300 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, shuttering (Average of all components) laying concrete and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge. D.Wall, A. Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate, Septic Tank & Soakpit, ETP, Surface Drain |
| 17 | First FloorOver Head Tank / U.G Sump |
| 18 | Second FloorOver Head Tank / U.G Sump |
| 19 | R.C.C. work of M-20 grade having minimum compressive strength in work test of 300 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.A.Hall |
| 20 | Providing, erecting, propping, staging, bracing, locking, and maintaining rigid, smooth, water-tight centering and shuttering for all reinforced cement concrete (R.C.C.) structural elements using approved steel plates, ply formwork (marine/film-faced plywood), or engineered shuttering systems, including all necessary falsework, staging, scaffolding, runner beams, props, turnbuckles, tie-rods, sleeves, wall ties, and shuttering oil/release agent application; and dismantling, striking, removing, cleaning, and stacking the formwork after specified curing/casting period across all floors, basements, and all heights/elevations; including the cost of all materials, conveyance, freight, loading, unloading, handling, storage, all applicable royalties, statutory taxes (including GST), labor cess, and duties; all labor, skilled shuttering carpenters, tools, tackles, plants, machinery, and equipment (T&P) complete in all respects, as per approved structural drawings, technical specifications, and to the complete satisfaction of the Engineer-in-Charge.Ground floor RCC foundation, plinth, Beam and footing base of column.A. Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, ETP, Pavement, Fish Drying Yard |
| 21 | R.C.C. Beams, columns, grider and bressmer etc. A. Hall,Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate |
| 22 | First FloorOver Head Tank / U.G Sump |
| 23 | Roof slab, landing, balconies, projecting up to 4.3Mtr. Height. A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Septic Tank & Soakpit, ETP |
| 24 | First FloorOver Head Tank / U.G Sump |
| 25 | Second FloorOver Head Tank / U.G Sump |
| 26 | LintelA, Hall, Net Mending Shed, Gear Shed, Community Toilet |
| 27 | RCC Staircase - Ground FloorOver Head Tank / U.G Sump |
| 28 | First FloorOver Head Tank / U.G Sump |
| 29 | Ground Floor. - R.C.C. Walls & Fins including attached pillasters Over Head Tank / U.G Sump, ETP, Surface Drain |
| 30 | Second Floor Over Head Tank / U.G Sump |
| 31 | High Yield Strength Deformed (HYSD) Steel Reinforcement (Fe-500): Supplying, procuring, cutting, straightening (coiled or bent-up bars), bending, cranking, hooking, welding, or lap-jointing (where permitted/required); binding and tying with 18 to 20 gauge GI binding wire, placing and laying in exact position with proper concrete spacer blocks, chairs, and lap splices as per approved structural drawings and bar bending schedules for all RCC works; including hoisting, lowering, and placing in position across all floors and elevations; including full cost of steel procured strictly from primary producers (SAIL / RINL / TATA / JINDAL Panther / SHYAM STEEL), GI binding wire, conveyance, handling, loading, unloading, storage, wastage, labor, tools & plant (T&P), statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects as per technical specifications and directions of the Engineer-in-Charge.MT (Metric Tonne) / Kg (Kilogram)D.Wall, A. Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate, Septic Tank & Soakpit, ETP, Surface Drain, Fish Drying Yard |
| 32 | First Floor Over Head Tank / U.G Sump |
| 33 | Second Floor Over Head Tank / U.G Sump |
| 34 | Rigid and smooth Steel centering and shuttering at all heights of bridge work such as well curb, well steining, well cap, pier and abutment shaft, pier and abutment cap, wing wall, tie beadm, road kerb and dirt wall using required nos of vertifcal and horizontal supports of scaffolding with joists, N.G rails and channels and steel shutering plates including welding, bolting, cost, conveyance, royalty and all othter taxes of all materials and cost of scaffolding gangway etc.inclduding cost of conveyance of dismantling and disposing debris clear of work site complete to receive reinforcement grills and concrete as per requirement as direction by Engineer-in-charge.D.Wall |
| 35 | Supplying, transporting, delivering to site, handling, aligning, and fixing in position prefabricated 5-Tonne capacity bollards (cast steel / ductile iron / MS fabricated) on concrete deck/pier/wharf structures, complete in all respects as per approved drawings and technical specifications. Work includes setting and fixing bollard base plates using high-tensile stainless steel/alloy anchor bolts, nuts, washers, and chemical/grout anchoring sleeves into pre-formed or drilled pockets on the concrete deck; filling the hollow core/cavity of the bollards with M35 grade concrete (or self-compacting micro-concrete grout) including thorough compaction and curing; applying approved anti-corrosive primer and two or more coats of marine-grade polyurethane/epoxy paint finish; including the cost of all materials, supply of bollard assemblies, anchor bolt sets, M35 concrete, conveyance, freight, transit insurance, loading, unloading, handling, site storage, all statutory taxes (including GST), duties, and royalties; all labor, skilled riggers, tools, plants, crane services, torque wrenches, drilling/grouting equipment, safety staging, and all operational/incidental charges complete in all respects, as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-Charge.Diaphragm wall |
| 36 | Supplying, fabricating, hot-dip galvanizing, transporting, delivering to site, aligning, and fixing in position Galvanised Mild Steel (MS) Fender Hooks (conforming to IS: 2062 Grade E250 / Fe 410 W) into concrete deck slabs, coping beams, or jetty fascia walls complete in all respects as per approved drawings and technical specifications. The work includes embedding and anchoring hook assemblies using structural steel anchor bars/bolts, chemical/grouting resin systems, or weld attachment to deck reinforcement prior to/during concreting; hot-dip galvanization with a minimum average zinc coating thickness of 86 microns (610 g/m²) as per IS: 4759 / IS: 2629; cost of all raw MS steel, fabrication, bending, continuous arc welding, surface preparation (shot/sand blasting); all transportation, freight, loading, unloading, transit insurance, site storage, and handling; all statutory taxes (including GST), royalties, duties, and labor cess; all skilled/unskilled labor, equipment, scaffolding, staging, tools and plants (T&P), torque testing, and all operational/incidental charges complete as per technical specifications, structural drawings, and to the complete satisfaction of the Engineer-in-Charge.Diaphragm wall |
| 37 | Supplying, fabricating, hot-dip galvanizing or applying anti-corrosive protective coating, transporting, delivering to site, placing, aligning, and embedding in position MS Mooring Rings of 20mm bar diameter × 200mm internal diameter, welded to a 6mm thick MS base plate reinforced with 10mm thick MS gusset plates, embedded inside RCC beams, columns, wharves, jetties, or retaining structures as per approved structural drawings. Work shall include continuous full-penetration structural arc welding (conforming to IS: 816 / IS: 9595), surface preparation (sand/shot blasting), anchoring/embedding into formwork prior to concreting, leveling, securing to reinforcement cage, and post-concreting cleaning; cost of all raw MS structural steel plates and bars (conforming to IS: 2062 Grade E250 / Fe 410 W), welding consumables, conveyance, freight, loading, unloading, transit insurance, site storage, and handling; all statutory taxes (including GST), royalties, duties, and labor cess; all skilled labor, certified welders, equipment, safety staging, tools and plants (T&P), and all operational/incidental charges complete in all respects, as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-ChargeDiaphragm wall |
| 38 | Providing fitting fixing of EPDM wing shape rubber fender having 1000mm x 250mm x 150mm hollow and 50m thick fixing on the water front surface of the berth with anchor bolt (8\\"stainless steelof 304 grade- 6 peace) in each mtr for 2 mtr of vertical length. Fixing @2mtr c/c along the berth including cost conveyance labour taxes of all material complete as per specification and direction of enginer in charge. Diaphragm wall |
| 39 | Providing and fixing weep holes of 80mm dia PVC pipes at 1m c/c in two rows as per drawing for diaphragm wall, etc., complete.Including cost, conveyance, royalties and taxes of all labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge.Diaphragm wall |
| 40 | RCC Bored Cast-in-Situ Piles (300mm Dia & 6m Depth - M30 Grade): Boring, drilling, and sinking of 300mm diameter pile bore up to a depth of 6.0 meters from the existing bed/ground level through all types of soil strata (including soft rock, mud, and water-logged ground); providing, mixing, and placing Design Mix Reinforced Cement Concrete of M30 grade using 12mm down size black hard granite crusher-broken chips aggregate, placed using tremie pipes/funnels; including the complete cost of boring operations, bentonite/slurry stabilization (if required), casing pipes, concrete materials, mixing, placing, compaction, and curing; lowering and holding the reinforcement cage in position while concreting (excluding the supply and fabrication cost of steel reinforcement, which is payable under a separate item); including cost of material procurement, conveyance, loading, unloading, handling, labor, Equipment & Plant (T&P), statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects as per approved drawings, technical specifications, and directions of the Engineer-in-Charge. A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate |
| 41 | Extra Depth for Bored Cast-in-Situ Piles (300mm Dia beyond 6.0m): Extra rate for boring, drilling, sinking, and concreting of 300mm diameter RCC bored cast-in-situ piles for each additional depth of 0.5 meter (or part thereof) beyond the initial design depth of 6.0 meters through all types of soil strata (including mud, slush, and ground water conditions); using RCC M30 grade concrete with 12mm down size black hard granite crusher-broken chips aggregate, including tremie concreting, casing maintenance, slurry management, lowering reinforcement cage, cost of all materials, labor, machinery, conveyance, royalties, labor cess, statutory taxes, and T&P complete in all respects, as per technical specifications and directions of the Engineer-in-Charge. A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate |
| 42 | Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2500.4.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification complete as per specifications. MORTH specification No. 710.1.4 of IRC: 78 & 2200.Including cost, conveyance, royalties and taxes of all labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge. Diaphragm Wall |
| 43 | Plain Cement Concrete (PCC 1:3:6): Providing, mixing, batching, laying, and compacting Plain Cement Concrete of nominal mix 1:3:6 (1 part cement : 3 parts fine aggregate : 6 parts coarse aggregate) in foundation, under floors, and plinth, using 40mm (4cm) size hard granite coarse aggregate/metal and approved fine aggregate; machine-mixed or hand-mixed (where approved), laid in uniform layers, thoroughly compacted using rammers/vibrators, and properly cured for the specified period; including full cost, procurement, conveyance, loading, unloading, and storage of all materials (cement, aggregates, water), skilled/unskilled labor, equipment, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses necessary to complete the work in all respects, as per technical specifications and directions of the Engineer-in-Charge.Cu.m (Cubic Meter)A.Hall,Net Mending Shed, Gear Shed, Community Toilet, Septic Tank & Soakpit, ETP, Pavement, Surface Drain, Fish Drying Yard |
| 44 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Including cost, conveyance, royalties and taxes of all labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge. Diaphragm wall |
| 45 | Providing and laying Non-Woven Geotextile filter cloth of mass 450 GSM (Grams per Square Metre), manufactured from high-tenacity polypropylene/polyester fibers, conforming to relevant IS/MoRTH specifications of approved make and quality. The rate shall be inclusive of all materials, supply, cost of geotextile fabric, conveyance, freight, loading, unloading, storage, handling, site delivery, all applicable royalties, statutory taxes, octroi, and duties; all labor, tools, plants, equipment, cut-outs, waste/overlap allowances (overlaps not to be measured extra), sewing/stitching, placing, positioning, pinning, and anchoring as per site requirement; including all incidental operational charges complete in all respects as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-Charge.Diaphragm wall |
| 46 | Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision) Including cost, conveyance, royalties and taxes of all labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge.Pavement, Gabbion Box |
| 47 | Earthwork Excavation in Slushy Soil & Water: Earthwork in excavation in slushy, muddy, and saturated soil conditions (in standing water up to 0.6m depth requiring the aid of pans, vessels, boats, or specialized manually operated bailing equipment) including cutting, scooping, dressing, and depositing or spreading the excavated slushy earth within an initial lead of 50 meters and an initial lift of 1.5 meters; including double handling (where necessary), de-sludging, initial site clearing, full cost of material procurement/tools, equipment, labor, conveyance, royalties, statutory taxes, labor cess, and all incidental operations required to complete the work in all respects, as per technical specifications and directions of the Engineer-in-Charge.Gabbion Box |
| 48 | Providing and fixing 25mm thick preformed Bituminous Fiber Expansion Joint Board (conforming to IS: 1838 Part 1 or Part 2) of ISI marked and approved make/brand, in expansion joints of concrete structures, pavements, bridges, or retaining walls as per approved drawings and technical specifications. Rate shall be inclusive of cost of all materials, supply of filler board, conveyance, freight, loading, unloading, storage, handling, site delivery, all applicable royalties, statutory taxes, and duties; trimming to required width/depth, cutting, shaping, fixing/securing in position with necessary adhesives, nails, or temporary support fixtures prior to or during concreting, joint cleaning, wastage, and cut-offs; along with all labor, tools, equipment, plants (T&P), staging, scaffoldings, and all operational/incidental charges complete in all respects as per directions and to the complete satisfaction of the Engineer-in-Charge.Diaphragm wall, Pavement, Fish Drying Yard |
| 49 | Brick masonry work with Fly Ash Bricks of size 25cm × 12cm × 8cm (250mm × 120mm × 80mm), having a minimum compressive strength of not less than 75 kg/cm² (Class 7.5) with dimensional tolerances within ±8 percent, laid in cement mortar 1:4 (1 part cement : 4 parts coarse sand) in Foundation and Plinth, including breaking of bricks to required shapes and sizes, raking out joints, embedding wall ties or reinforcement wherever required; including the cost of all materials, cement, sand, fly ash bricks, water, conveyance, freight, loading, unloading, storage, handling, site delivery, all applicable royalties, statutory taxes, octroi, and duties; along with all labor, tools, equipment, plants (T&P), scaffolding, staging, curing for specified duration, clearing of debris, and all incidental operational charges complete in all respects as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-Charge.A.Hall,Net Mending Shed, Gear Shed, Community Toilet, Compound Wall & Main Gate, Septic Tank & Soakpit |
| 50 | Brick work with Fly Ash.Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance +8 percent in cement mortar (1:4) in superstructure including cost, conveyance, royalties, taxes of all materials etc. required for the work complete in all respect as directed by the Engineer –in-charge.A.Hall,Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate |
| 51 | Cut & dress each pile head to attain the Sound concrete upto required lines & levels etc. complete as per direction of the Engineer-in-charge. Including cost, conveyance, royalties and taxes of all labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge. D.Wall, A. Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate |
| 52 | Factory-Made Single Extruded WPC Frames / Chowkhats (65mm x 125mm): Supplying and fixing factory-made single extruded Wood Polymer Composite (WPC) solid frames / chowkhats of cross-sectional size 65mm x 125mm for doors, windows, clerestory (clearstory) windows, and other openings; including high-density termite-proof, waterproof, fire-retardant, and UV-stabilized virgin WPC material; cutting, mitering, jointing, fixing in true plumb and alignment using MS/SS holdfasts embedded in PCC block masonry or stainless steel dash fasteners/expansion anchor bolts with plastic caps, sealing periphery joints with approved silicon sealant/PU foam, and finishing neatly; including full cost, conveyance, loading, unloading, storage, wastage, labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per manufacturer specifications, approved designs/drawings, and directions of the Engineer-in-Charge.A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate |
| 53 | Factory-Made WPC Solid Decorative Flush Door Shutter (30mm Thick): Supplying and fixing factory-made, single extruded Wood Polymer Composite (WPC) solid decorative type flush door shutter of 30mm thickness; manufactured using high-density, termite-proof, borer-proof, 100% waterproof, and fire-retardant virgin WPC material with a factory-finished decorative surface (wood grain/laminated/textured as approved); including sizing to exact frame dimensions, making necessary cut-outs for fixtures, and fixing to WPC/wood/metal chowkhats (frames) using heavy-duty stainless steel (SS) butt hinges and SS screws; ensuring smooth operation, proper clearances, and true plumb alignment; including the full cost of the WPC shutter, SS hinges, conveyance, loading, unloading, storage, skilled carpentry labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per manufacturer specifications and directions of the Engineer-in-Charge. (Note: Specialized hardware such as mortise locks, handles, and tower bolts to be paid separately under relevant items unless specified otherwise).A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate |
| 54 | Factory-Made Single Extruded WPC Frames / Chowkhats (50mm x 100mm): Supplying and fixing factory-made single extruded Wood Polymer Composite (WPC) solid frames / chowkhats of cross-sectional size 50mm x 100mm for doors, windows, clerestory (clearstory) windows, and other openings; including high-density termite-proof, waterproof, fire-retardant, and UV-stabilized virgin WPC material; cutting, mitering, jointing, fixing in true plumb and alignment using MS/SS holdfasts embedded in PCC block masonry or stainless steel dash fasteners/expansion anchor bolts with plastic caps, sealing periphery joints with approved silicone sealant/PU foam, and finishing neatly; including full cost, conveyance, loading, unloading, storage, wastage, labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per manufacturer specifications, approved designs/drawings, and directions of the Engineer-in-Charge.Community Toilet |
| 55 | Factory-Made WPC Solid Decorative Flush Door Shutter (25mm Thick): Supplying and fixing factory-made, single extruded Wood Polymer Composite (WPC) solid decorative type flush door shutter of 25mm thickness; manufactured using high-density, 100% waterproof, termite-proof, borer-proof, and fire-retardant virgin WPC material with a factory-finished decorative surface (wood grain/laminated/textured as approved); including sizing to exact frame dimensions, making necessary cut-outs for hardware/fixtures, and fixing to WPC/wood/metal chowkhats (frames) using heavy-duty stainless steel (SS) butt hinges and SS screws; ensuring smooth operation, proper clearances, and true plumb alignment; including the full cost of the WPC shutter, SS hinges, conveyance, loading, unloading, storage, skilled carpentry labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per manufacturer specifications and directions of the Engineer-in-Charge. (Note: Specialized hardware such as mortise locks, handles, and tower bolts to be paid separately under relevant items unless specified otherwise). Community Toilet |
| 56 | Poly Vinyl Chloride (UPVC) (FENESTA / NOL VEKA LTD) Casement Window with top fixed-60-Series duly manufactured using UPVC reinforced profiles of 60 mm x 55mmx2.5 mm for outer frames. 75 mm x 60 mm x 2.25 mm for casement Window Sash Profile and 74 mm x 60 mm x 2.5mm mullion profile capable of mounting single glazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 1.5 mm prefabricated & welded through fusion welding the window sash shall be fitted with 4 mm thick hexagonal aluminium jali/ 6 mm thick clear toughened glass of SAINT-GOBAIN make duly fixed with EPDM weathering seal resistant accessories like clipping locking system made of aluminium 1 No., per set of sashes and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges, materials and product conforming to ASTM D 638-14,EN-477-95 and other applicable codes and standards. A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate |
| 57 | PVC Coated Ring Ladder for Septic Tank: Supplying, fabricating, and fixing encapsulated PVC (Polyvinyl Chloride) coated steel ring rungs / rungs / steps inside the septic tank / manhole chamber; manufactured from high-tensile steel / MS rod (minimum 16mm diameter) fully encapsulated with heavy-duty, corrosion-resistant, anti-skid PVC coating to a minimum overall thickness as per standard specifications; firmly embedding and anchoring the ends into the masonry or RCC wall structure using cement mortar (1:2) or chemical grout at regular vertical spacings (typically 300mm center-to-center); ensuring a minimum foot clearance of 150mm from the wall face; including cost of all materials, cutting, bending, PVC encapsulation, anchoring, labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per technical specifications and directions of the Engineer-in-Charge.Septic Tank & SoakPit |
| 58 | Plain Cement Concrete (PCC M20 Grade): Providing, batching, mixing, laying, compacting, and finishing Plain Cement Concrete of M20 grade (Design Mix or Standard Nominal Mix as specified) using 20mm and down grade black hard granite crusher-broken stone chips as coarse aggregate and approved fine aggregate; machine-mixed using a mechanical concrete mixer, hoisting/lowering to required levels, placing in position, thoroughly compacting with mechanical vibrators, and curing for the specified period; including full cost, procurement, conveyance, loading, unloading, and storage of all materials (cement, aggregates, water), staging, scaffolding, skilled/unskilled labor, equipment, machine operation, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per technical specifications and directions of the Engineer-in-Charge.Septic Tank & Soakpit, Pavement, Gabbion Box |
| 59 | Enamel Painting on Wood and Iron Work (2 Coats over Primer): Painting 2 coats with approved premium synthetic enamel paint of approved brand, shade, and manufacture over 1 primary coat of approved primer (red oxide/zinc chromate primer for iron/steel surfaces and wood primer for timber surfaces) on new or old woodwork, steel/iron work, doors, windows, structural steel, or metal fabrications; including preliminary surface preparation such as scraping, de-rusting, sand-papering, cleaning oil, grease, dirt, and loose scale, applying approved putty/filler to fill cracks, joints, or unevenness, sand-papering smooth before painting, and applying paints evenly with approved brushes/spray equipment; including full cost, procurement, conveyance, and storage of enamel paint, primer, putty, and solvents, staging, scaffolding, laddering, safety gear, skilled painters, labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per technical specifications and directions of the Engineer-in-Charge.Net Mending Shed |
| 60 | Exterior Waterproofing Cement Painting (2 Coats on New Work): Finishing external walls and exposed surfaces with two (2) coats of approved waterproofing cement paint (such as Snowcem/Super Snowcem or equivalent) of approved shade, quality, and manufacture over new wall surfaces to achieve an even, uniform shade and texture; including thorough surface preparation such as curing, cleaning, scrubbing with wire brushes/sandpaper to remove efflorescence, loose mortar, dust, and dirt, pre-wetting the surface prior to application; mixing and applying the paint as per manufacturer instructions; including full cost, procurement, conveyance, and storage of cement paint and materials, staging, double scaffolding, laddering, safety gear, skilled painters, labor, tools & plant (T&P), lead, lift, post-application water curing (where required), statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per technical specifications and directions of the Engineer-in-Charge.Community Toilet |
| 61 | 12mm Cement Plaster (1:4 Mix) with Smooth Finish: Providing and applying 12mm thick cement plaster in cement mortar 1:4 (1 part cement : 4 parts approved screened and washed sharp sand) on brick, stone, or concrete wall surfaces, columns, and soffits; including thorough preparation of background surfaces such as raking out mortar joints, cleaning, wire-brushing, washing, and wetting the substrate; mixing mortar, applying plaster coat evenly to true line, plumb, and level, and finishing to a smooth, uniform surface; including complete curing of the plaster for the required period, providing double scaffolding, staging, ladders, safety gear, full cost, conveyance, loading, unloading, storage, royalties, statutory taxes, labor cess, labor, tools and plant (T&P), and all incidental expenses necessary to complete the work in all respects, as per technical specifications and directions of the Engineer-in-Charge.A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate, Septic Tank & Soakpit, Surface Drain |
| 62 | 16mm Cement Plaster (1:6 Mix) with Smooth Finish: Providing and applying 16mm thick cement plaster in cement mortar 1:6 (1 part cement : 6 parts approved screened and washed sharp sand) on coarse/rough brickwork, stone masonry, or exposed concrete surfaces; including thorough surface preparation such as raking out mortar joints, cleaning, wire-brushing, washing, and pre-soaking the substrate; mixing mortar, laying plaster coat evenly to true line, plumb, and level, and finishing to a smooth, uniform surface; including complete curing for the required period, double scaffolding, staging, ladders, safety gear, full cost, conveyance, loading, unloading, storage, royalties, statutory taxes, labor cess, labor, tools and plant (T&P), and all incidental expenses necessary to complete the work in all respects, as per technical specifications and directions of the Engineer-in-Charge.ETP |
| 63 | 2.5cm Thick Grading Concrete (1:2:2 Mix): Providing, mixing, hoisting, lowering, laying, and compacting 2.5cm (25mm) thick grading concrete of nominal mix 1:2:2 (1 part cement : 2 parts fine aggregate : 2 parts coarse aggregate) over roof slabs, terracing, or floor bases to required slopes and gradients, using 6mm size hard black granite crusher-broken chips as coarse aggregate and approved fine aggregate; machine-mixed or thoroughly hand-mixed, laid evenly to true levels, slopes, and alignment, finished smooth/troweled as required, and properly water-cured for the specified period; including full cost, procurement, conveyance, loading, unloading, and storage of all materials (cement, aggregates, water), staging, scaffolding, labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per technical specifications and directions of the Engineer-in-Charge.A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Septic Tank & Soakpit, ETP |
| 64 | Supplying and Fixing GraniteTile Flooring over 25mm Bed (1:1): Supplying, fitting, and fixing approved premium-quality vitrified floor tiles of size not less than 0.10 sqm or equivalent/larger) of approved shade, pattern, and make; laid over a 25mm thick bed of cement mortar 1:1 (1 part cement : 1 part fine aggregate/sand) and bedded/jointed with neat cement slurry slurry/adhesive; including surface preparation, laying in true line, level, and plumb, tight-jointing with matching white/pigmented cement grout or tile epoxy grout, cleaning tiles post-installation, curing, cutting tiles neatly at edges, corners, and junctions using tile cutters, waste management, full cost, conveyance, loading, unloading, storage, skilled labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per technical specifications and directions of the Engineer-in-Charge.A.Hall,, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate |
| 65 | Supplying, fitting, and fixing 600mm × 600mm plain Granite tiles or Vitrified/Marbonite tiles (double-charged / full-body / vitrified tile of approved make, shade, and quality conforming to IS: 15622) in dados, walls, skirts, and vertical surfaces at all heights and levels, fixed over a 12mm thick backing plaster in cement mortar 1:3 (1 part cement : 3 parts coarse sand). Tiles shall be laid, aligned, level-checked, and jointed using neat white or grey cement slurry mixed with matching pigment or polymer-modified tile grout; including raking out mortar joints, surface preparation, rough-chipping of concrete/masonry backing for adhesion, curing for the specified period, and cleaning of surface; including the cost, conveyance, freight, transit insurance, loading, unloading, handling, site storage, and delivery of all materials; all statutory taxes (including GST), royalties, octroi, and duties; all labor, skilled tile masons, tools, equipment, plants (T&P), scaffolding, staging, cutter waste, and all operational/incidental charges complete in all respects, as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-Charge.A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate |
| 66 | Providing and applying one coat of water-thinnable/alkali-resistant cement primer of approved brand, make, and manufacture (having low VOC content less than 50 g/L) over new/old plastered masonry, concrete, or asbestos wall surfaces at all heights, levels, and floors. The surface preparation shall include thorough cleaning, brushing, scraping of all dirt, loose mortar drops, efflorescence, grease, dust, and foreign matter, filling fine hairline cracks with approved putty/fillers, rubbing smooth with sandpaper, and washing/drying as required before application. Rate shall be inclusive of cost of primer material, thinning liquid/water, conveyance, freight, loading, unloading, transit insurance, site storage, and handling; all statutory taxes (including GST), royalties, and duties; all skilled/unskilled labor, painter equipment, safety harness, scaffolding, staging, ladders, brushes, rollers, tools and plants (T&P), cleaning up of drips and splashes, and all operational/incidental charges complete in all respects, as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-Charge.A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate |
| 67 | Providing and applying two or more coats of oil-bound washable distemper of approved brand, shade, and manufacture over new wall surfaces (under coat/primed coat to be paid separately or integrated) at all heights, levels, and floors to achieve an even, uniform, smooth finish. The scope includes cleaning and preparing the wall surface by removing loose particles, dust, and efflorescence, rubbing down smooth with sandpaper, wiping clean; supply of distemper, mixing with specified quantity of water/thinners; cost of all materials, conveyance, freight, loading, unloading, transit insurance, site storage, and handling; all statutory taxes (including GST), royalties, and duties; all labor, skilled painters, scaffolding, staging, ladders, brushes, rollers, protective masking, cleaning of paint drips/splashes from glass, floors, and fittings, along with all tools, equipment, and plants (T&P) complete in all respects, as per technical specifications and to the complete satisfaction of the Engineer-in-Charge.A.Hall, Net Mending Shed, Gear Shed, Community Toilet, Over Head Tank / U.G Sump, Compound Wall & Main Gate |
| 68 | Providing and applying two or more coats of exterior grade water-proofing cement paint of approved brand, manufacture, and required shade over new wall surfaces at all heights, elevations, and floors to yield a uniform and even shade. Work includes a priming coat of approved alkali-resistant exterior cement primer (or specified cement slurry base coat); surface preparation by thorough scraping, wire-brushing, washing down, cleaning off all loose mortar drops, dirt, dust, and efflorescence; filling hairline cracks; pre-wetting the surface prior to application and curing the painted surface with water fogging/sprinkling as per standard specifications; cost of cement paint powder, primer, mixing additives, conveyance, freight, transit insurance, loading, unloading, handling, site storage, and delivery; all statutory taxes (including GST), royalties, duties, and labor cess; all skilled/unskilled labor, painter equipment, safety harness, scaffolding, double staging, ladders, brushes, spray equipment, tools and plants (T&P), protective masking, cleaning of paint spatters from window frames/glass/floors, along with all operational and incidental charges complete in all respects, as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-ChargeA.Hall, Net Mending Shed, Gear Shed, Compound Wall & Main Gate |
| 69 | Cement washing two coats per 1sqm on outside with curing including all cost of materials & labours etc. complete.ETP |
| 70 | Supplying, fitting, fixing Alluminium Grating in aluminum framed open able windows using 15 micron anodized OEL aluminum section 2082 as out section, 9139 as mullion section, 4124 as a shutter section frame with tappered clip of section 4125, aluminum angle, rubber beading, friction stay and handle etc. Net Mending Shed, Community Toilet, Compound Wall & Main Gate |
| 71 | Providing Fitting fixing of 50mm thick R.C.C. Jally as per approved design in cement mortar in position after cutting the groove etc complete including cost, conveyance, labour and taxes of all materials complete for ventilator.Gear Shed, Community Toilet, Over Head Tank / U.G Sump |
| 72 | Supplying all materials, labor, tools, and plants (T&P) for the construction of a 1.20 metre internal diameter × 2.55 metre overall deep soak-away pit (percolation pit), complete in all respects as per approved design, structural drawings, and technical specificationsSeptic Tank & Soakpit |
| 73 | Supplying, fabricating, welding, transporting, delivering to site, and placing in position Structural Steel / Wrought Iron Cattle Grids (Cow Catchers) constructed using MS heavy angles, RS joists, flat bars, or GI pipes as per structural design and drawings. The work shall include cutting, shaping, fitting, continuous arc welding, surface cleaning, shot/sand blasting, applying one shop coat of red oxide zinc chromate primer followed by two coats of approved synthetic enamel paint finish; embedding and fixing in concrete/masonry abutment walls or wooden choukaths/frames using holdfasts, anchor bolts, or lag screws; including the cost of all steel materials, fittings, conveyance, freight, loading, unloading, site storage, and handling; all statutory taxes (including GST), royalties, duties, and labor cess; all labor, skilled welders, blacksmiths, tools and plants (T&P), staging, hoisting, and operational charges complete in all respects, as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-ChargeCompound Wall & Main Gate |
| 74 | Providing fabricating fitting fixing at site stainless steel gate of approved size and specification made out of 304 grade of steel using 50 x 50mm size square hollow bar frame as per approved drawing design and specification buffing polishing etc. with cost, conveyance taxes of all materials labour T&P etc. required for the work.t as per the direction of Engineer in charge.Compound Wall & Main Gate |
| 75 | Providing and laying Rough Stone Dry Packing (Pitching) in aprons, slopes, and revetments to specified thickness, profiles, lines, and gradients using approved quality sound, tough, durable, un-weathered hard granite stones/boulders of size ranging from 15 cm to 30 cm. Work includes trimming, dressing, and preparing the underlying earthen bed or geotextile/gravel filter surface; hand-packing stones tightly with their broadest face downwards and largest stones at the toe; filling all interspaces and voids tightly with small stone chips, spalls, and pin-stones followed by thorough hammer wedging to ensure a rigid interlocking mass; including the cost of all granite stones, quarrying, conveyance, freight, transit insurance, loading, unloading, handling, site storage, and delivery; all statutory taxes (including GST), royalties, duties, and labor cess; all labor, skilled stone masons, tools and plants (T&P), staging, dewatering if required, and all operational/incidental charges complete in all respects, as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-ChargeGabbion Box |
| 76 | Desiltation by removing overburden from the harbour basin of F.L.C. as directed by the Engineer in charge using suitable type of dredgers including laying of Shore pipe lines as well as floting arrangements for disposing Overburden slurry consisting other bad materials present in the harbour basin, silt and sand upto 1500mtr. the rate shall include the cost of labour, materials, consumable, P.O.L. other accessories required for running the dedger, tools and plants etc. includign bundign in the island if required by providing coffer dam fir retention of dredged solid materials. the job includes all pre and post survey for payment purpose. Including cost, conveyance, royalties and taxes of all labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge.D. wall, Removal of Overburden in Basin Area |
| 77 | Providing & making Gabion(1x1x1.=1.0cum) structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes(10% aluminium & 90% Zinc coated) of required size, Mesh Type (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 4.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.Gabbion Box |
| 78 | Providing and fixing of woven multifilament polypropyline geotextile G.W.F. 220 G.S.M. mattres below filtered surface in slope area of Approach Jetty along the creek side below G.L. and complete as per specification and direction of Engineer-in-charge.Gabbion Box |
| 79 | MECHANICAL WORKS FOR ETPSupply, installation, testing & commissioning of Stainless Steel Perforated, 6mm perforated Bar Screen with suitable lifting arrangement with brackets in the sreen sump of (size 600 mm x 1000mm depth approx), SS-304 |
| 80 | Supply, installation, testing & commissioning of electronic type level indicator, instrumation and controller for automatic operation of the system with high/low level alarm complete with auxillary NO/NC contacts. Contractor shall ensure submission of detailed GA drawings (Plan & Section), P & I diagram, schematic diagram for the above mentioned component and additional component if so required for the complete working of the ETP. |
| 81 | Supply, installation, testing & commissioning of non clogging type Mono block centrifugal Effluent transfer pumps capable of handling solids upto 32 mm having C.I casing & Bronze impeller complete with all accessories, motor of required capacity, Pressure gauge on delivery line with isolation cock, level controller (with wiring) to control the level of sump automatically Capacity 3.0 M3/hr each , 1 set = 2 Nos.(1 working + 1 standby) |
| 82 | Supply, installation, testing & commissioning of non clogging type Mono-block centrifugal sludge transfer pumps capable of handling solids upto 25 mm having C.I casing & Bronze impeller complete with all accessories, motor of required capacity, Pressure gauge on delivery line with isolation cock, level controller (with wiring) to control the level of sump automatically Capacity 1.0 M3/hr each , |
| 83 | Twin lobe type rotary air blowers with 1450 rpm suitable motor (1W + 1Sb) capable of delivering 15 cum/hr ( 2 nos. ) of free air at 0.4 kg/cm2 driven through “V” belt or directly coupled through flexible coupling to a TEFCmotor of suitable 1 HP Suitable for 415 ± 10% volts, 3 phase, 50 cycles A/C supply. complete with silensors,filters ,NRV,SV and divert valaves,Vibration pads etc complete with all acessories 1set=2 Nos (1 working + 1 standby), |
| 84 | Piping (heavy class) in MS/GI/SS/UPVC/HDPE as per the approval of the consultants, to be designed for suitable and corrosion resistance complete or as directed by engineer in charge at site |
| 85 | TERTIARY TREATMENT PLANTSupplying, installing, testing and commissioning of horizontal single/multistage centrifugal filter feed pump complete ,impeller CI casing . Each pump shall have TEFC 2900 RPM three phase electric motor. The pump shall have cast iron head, base plate SS Shaft/ Impeller/ Intermediate chamber. Pump shall be provided with mechanical seal. The pump shall be suitable for auto/ manual operation. of capacity 5.0 M3/hr @ 35 MWC.(1 W + 1 St by ) MONO-BLOCK PUMP,1 set = 2 Nos.(1 working + 1 standby) |
| 86 | Providing, fixing, testing & commissioning of FRP Tertiary filtration plant MULTI GRADE FILTER (suitable for 3.5 Kg/Sqcm working pressure) complete with initial charge with Gravels/pebbles/sand /silex media , Multiport valves with built in frontal pipe work with back wash system, pressure gauge at inlet, outlet and back wash (each with isolation cock), valves, fittings associated works. |
| 87 | Providing, fixing, testing & commissioning of FRP water filtration plant ACTIVATED CARBON FILTER (suitable for 3.5 Kg/Sqcm working pressure) complete with initial charge with Gravels/pebbles/Activated Carbon , Multiport valves with built in frontal pipe work with back wash system, pressure gauge at inlet, outlet and back wash (each with isolation cock), valves, fittings associated works. |
| 88 | Supply, installation, testing & commissioning of Hypochloride dosing system for tertiary water treatment with 50 L . HDPE/PVC tank with lid etc Please Enable Macros to View BoQ information |
| 89 | Supply, installation, testing & commissioning of Hypochloride dosing system for tertiary water treatment with 50 L . HDPE/PVC tank with lid etc Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysSep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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